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130 5TH ST RES18-0370 GAR, MOD FOUND PERMBLOCK STEPS. ADr%L.IITC(`TI 10AI AQnlJnl T C-"IKI " l rn r kl A4 SCALE: 1/4" = 1'-0" PLT. NEWFF r NEW 9' 5 1/2" PLT NEW BLOCK NEW T.O.W. EXIST BLOCK J�Cll NEW F.F. O ED Cl) V I N M UL, L, I CAN b�51GN�p, INC. C904> 745 FNo: DATE: REVISIONS: ■ ■ HOMF- & PIAZ �X�f�101� ���VA�'IONS This drawing Is an instrument of service and the property of Kevin E. Mullican. and shall remain his property. The use of this drawing shall be restricted to the original site for which It is pre— pared and publication thereof is expressly limited to such use. Job No: 17-202 Sheet No: Date: II/ 5/ 2018 Scale: I/ Drawn: AA4K,�,M, Checked: , ARCHITECTURAL ASPHALT SHINC- GRACE WATER AND ICE ON EXISTING SHE AND ROOF FF NEW CEDAR SHAI BUILDING WRAI EXISTING SHI AND FR NEW CEDAR SHAK BUILDING WRAP EXISTING SHE AND FRF NEW WATERPROOFED TEXT CONCRETE BLOCK TO MATCH EXIS NEW WATERPROOFED TEXTL CONCRETE BLOCK TO MATCH EXIST EXISTING FLOOR SYSTEM 1 Wall 50d io 1 A5 SCALE: 1/2" = V-0" *SEAL ALL TYVEKo JOINTS AND PENETRATIONS WITH APPROVED TAPE. (ex. DUPONT CONTRACTOR TAPE). *FASTEN TYVEKo TO SHEATHING WITH LARGE HEAD NAILS OR USE NAILS WITH LARGE PLASTIC WASHER HEADS. (ex. DUPONT WRAPCAPS) *LOCAL LAWS, ZONING, AND BUILDING CODES VARY AND THEREFORE GOVERNS OVER MATERIAL SELECTION AND DETAILING SHOWN BELOW. TYPICAL WALL SIDING WOOD FURRING TYVEKo HOMEWRAPo 7/16" PLYWOOD SHEATHING 2"x4" WOOD STUDS w/ R-13 BATT INSULATION MINIMALLY EXPANDING 1/2" GYPSUM BOARD POLYURETHANE FOAM OR APPROVED CAULK I JINSTALL TYVEKo FLEXWRAPT- (AROUND WINDOW RSO)OVER MOUNTING FLANGE. LAP WINDOW WITH TYVEKo & TAPE JOINTS. INTEGRAL MOUNTING FLANGE 2 W InjoW hoaj Jetail A5 NTS i WINDOW WITH INTEGRAL MOUNTING FLANGE MINIMALLY EXPANDING POLYURETHANE FOAM OR APPROVED CAULK (AROUND WINDOW RSO) CAULKING WRAP TYVEKo INTO OPENING & TAPE TO SILL (ESP. @ CORNERS),SIDING TYPICAL ALL USING TYVEKo FLEXWRAPTu WOOD FU RING LAP & TAPE TYVEK TYVEKo H MEWRAPo AT JOINTS (UPPER SHEET 7/16° PL OOD SHEATHING OVER LOWER SHEET) 2"x4" WO STUDS W/ R-13 B INSULATION 1/2" GYPS M BOARD FASTEN TYVEKo FLEXWRAP - CORNER USING MECHANICAL FASTENER' o INSTALL TYVEKo FLEXWRAP - AROUND PERIMETER OF OPENING 0 0 3 WinjoW 5111 etail A5 NTS V I N M 11, L, I CAN PE -516N CY�, INC. INo: DATE: REVISIONS: 0 a 0 ■ NOME ��NOVATION FOS K�L�Y � MIKE PIAZ W 1- 5rcriom5 This drawing is an instrument of service and the property of Kevin E. Mullican. and shall remain his property. The use of this drawing shall be restricted to the original site for which it is pre— pared and publication thereof is expressly limited to such use. Job No: 17-202 Sheet No: Date: 2018 Scale: / 2" = I' -O" Drawn: KEM A� Checked: • • i WP GFI u /TO EXTERIOR / LIGHTS AT / DETACHED f GARAGE / CA6first floor eledrical SCALE: 1/4" = 1'-0" KEVIN � MULLICAN PF15I6NF1P_1,j INC. (90-4) 74�% - 5574 KE Y 6 ... .... . ........ 220 VOLT OUMLFM 220 8 .. .... ... .... WATFppp00F OUTLFT VF 6 FLOOp OUTLFT FLooF G,F,I OUTLFT - 44" A F,F aa° GFi OUIFT 44" A,F,F, OUTLFT sFor ® FFCF55Fn INTEpIOp 5pOM Mc ® ...... ITCF55FP CAN LICK ffc Wr ® .... ................... FFCF55FP WATFFFp00F Fool) FL00P LIGNM FN7ANt ......... FFNPANT FIXTUFF 5coNc� -�. WALL MOUNTFP FIXTUPIF . CFILING MOUNTFP FIXTMF .......... 4 TWF FLIJOFF5CFNM FIXTUFF • . 2 MU[3'c FLUOFF5CFNM FIXTUf'S FF VFF FOF CFILING FAN WITH LIGHM FAN/ LIGHM ...... ................ L FM5T FAN WITH LIGHT .......................... 5WITCH 3 .......................... 3 WAY 5WITCH 4 WAY 5WIMCH . ..... .... ... ..... P15CONNFCT 5WIMCH 0 .......................... JUNCTION 130X FvJ .......................... CA3LF N Ilio MONF ..................... PHONF © ......................... 11--FpM05TAT ® .......................... 5MOKF PFTFCTOF No: DATE: REMSIONS: PAM M -M Ce\ IUB NOME P-,,FNOVAJ-ION F 0 P-1, K�L�Y & MIKE PIAZ • ■ PLAN This drawing is an instrument of service and the property of Kevin E. Mullican. and shall remain his property. The use of this drawing shall be restricted to the original site for which it is pre- pared and publication thereof is expressly limited to such use. Job No: I-7-202 Sheet No: Date: II/ 5/ 2018 Scale: / 4'' -l' -o'' Drawn: K,� A6M Checked: , NOTE: PROVIDE ARC FAULT RECEP IN ALL BEDROOMS. PROVIDE CARBON MONOXIDE 2 socorJ floor electrical A7 SCALE: 1/4" = 1'-0" MULLICAN b�SIGN�I', INC. C 904> 745 - .574 KAY 220 VOLT OUTLET 220 6 WAtrrrO0r OUTLFT Wr 6 .. ...... ......... ... Fxor OUTLET FOR 6 .... ....... ... ....... G F,I, OUTLET - 44'' Af, , +i„ GF d OUTLET - 44" A,F,F, h4'' OUTLET 5por ® ....................... TC555Fn IN1'Fplor? 5rOT �Tc ® [tC555F; CAN LIGHT rTc WF ® .......... p�CF55FP WATEWFOOF F�Oon FLOOP 06K PEN170J�Ir - P�NPANT FIXTUkT 5CoNcr - WALL MOUNTED FIXTWE }- CEUN6 MOUNTEP FIXTUH'c 4 TUff FLUOF�5C%T HIXTUrT 2 T0F FLUOF�5CFNT HIXTUT, ............. PPE -WPP FOf CEILING FAN WITH LIGHT FAN/ LIGHT LYS SXHA]5T FAN WITH LIGHT .......................... 5WITCN 3 ....... ............... 5 WAY 5WITCN 4 WAY 5WITCN . 17I5C0WCT .. ... ....... . .. .. 5WITCN p ...... .......... ....... JUNCTION 60X LJ .......................... CA13LF TV l PHONE ..................... FHONf © . .. .... ............. WM05TAT .......................... 5MOK� f FtcTOp No: DATE: REMSIONS: Ie��I AM NOME 19.,-FN0VA-rI0N F 0 P-1, r,\F-L-L-Y &MIKE PIAZ PLAN This drawing is an Instrument of service and the property of Kevin E. Mullican. and shall remain his property. The use of this drawing shall be restricted to the original site for which it is pre— pared and publication thereof is expressly limited to such use. Job No: 17-202 Sheet No: Dote: I I / 512018 Scale: I/ Drawn: AlK,�,M, Checked: 1 OKA!nq lower levol- SCALE: 1/4" = 1'-0" ('_2oKi5tinq upper level EX1 SCALE: 1/4" = 1'-0" 0� '*"_� ------------ 11,_*"�l I roof EX1 SCALE: 1/4" = 1'-0" KEVIN F. MULLICAN I'J�SIGNCp, INC. (1904) 745 - 5 574 EXISTING SQUARE FOOTAGE UPPER LEVEL = 1810 LOWER LEVEL = 1450 LOWER PORCH = 360 LOWER TOTAL = 1810 No: DATE: F 411 Coles Co]� NOM[. pENOVATION KELLY &MIKE PIAZ ■ ■ �xis��NG ��ANS This drawing is an instrument of service and the property of Kevin E. Mullican. and shall remain his property. The use of this drawing shall be restricted to the original site for which it is pre— pared and publication thereof is expressly limited to such use. Job No: 17-202 Sheet No: Date: I I / 5 / 2018 Scale: / 411-11-011 "-1'-0'' Drawn: UM, Checked: , K'2'� exi5tinq oast devation EX2 SCALE: 1/4" = 1'-0" MEN MEN MEN ON ME MEN No ON No ON .00 SON MEN E" I go I OMNI 1101 OMNI OMNI, 0 : 0 110 LE loll 11 ■■■■■■■._ _'■■■�.�■ . - - ■■1■■■1■! ■�■■■�� i W65t elevation �X2SCALE: 1/4" _ 1'-0" r-3cxi!Ainq north elevation EX2 SCALE: 1/4" = 1'-0" 4 OK15tinq south 0I Ovation EX2 J SCALE: 1/4" = 1'-0" KEVIN E�. M UL, L, I CAN b�51GN�p, INC. <904) 745 No: DATE: REMSIONS: [elm Le�� PA� NOME r-,,�NOVATION FOP- r,,F,L,L,Y & MIrT, PIAZ �XIs�rING �XTF-PIOf? F- L- F- VATI 0 N 5 This drawing is an instrument of service and the property of Kevin E. Mullican. and shall remain his property. The use of this drawing shall be restricted to the original site for which it is pre— pared and publication thereof is expressly limited to such use. Job No: 17-202 Sheet No: Date: 11/ 5/ 2018 Scale: Drawn: c n X2 Checked: I DIAZ RESIDENCE 130 5TH STREET ATLANTIC BEACH, FLORIDA PRE DEVELOPMENT AREAS: LOT 8,628 S.F. IMPERVIOUS INCLUDES: EXISTING HOME, DRIVE, SHEDS, WALKS,PADS, 3,093 S.F. TOTAL IMPERVIOUS 3,093 S.F. = .36 % DESCRIPTION AREA LOT AREA 2,698 S.F. DETACHED GARAGE 599 S.F. (SQ. FT.) (SQ. FT.) "C" Wtd "C" IMPERVIOUS 3,093 8,628 1.00 0.36 PERVIOUS 51535 8,628 0.20 0.13 STORAGE VOLUME REQUIRED: RUNOFF CO. (C) = 0.49 PRE DEVELOPMENT RUNOFF VOLUME = 0.49 x 8,628 S.F. x 9.3 in. / 12 in. / ft V = 3,276 cu. ft. NEW PERVIOUS PAVER DRIVEWAY POST DEVELOPMENT AREAS: LOT 8,628 S.F. BUILDING AREA 2,698 S.F. DETACHED GARAGE 599 S.F. DRIVEWAY, POOL, (SQ. FT.) TERRACE, PADS, STOOPS: 956 S.F. TOTAL IMPERVIOUS 4,253 S.F. =.49 % DESCRIPTION AREA LOT AREA EX1 EXISTING PLNNS AREA (SQ. FT.) (SQ. FT.) 110,1 Wtd 11IC11 IMPERVIOUS 4,253 8,628 1.00 0.49 PERVIOUS 4,375 8,628 0.20 0.10 STORAGE VOLUME REQUIRED: RUNOFF CO. (C) = 0.59 POST DEVELOPMENT RUNOFF VOLUME = 0.59 x 8,628 S.F. x 9.3 in. / 12 in. / ft V = 3,945 cu. ft. DELTA VOLUME = 37945 - 3,276 := 669 cu. ft. STORMWATER STORAGE REQUIREMENTS DESIGN CRI EX1 EXISTING PLNNS AREA % IMPERVIOUS RUNOFF VOLUME PREDEVELOPMENT 8,628 s.f. 36% 3,276 cu. ft. POST DEVELOPMENT 8,628 s.f. 49% 3,945 cu. ft. PROPOSEDXTERIOR ELEVATIONS A4 PROPOSED STORAGE VOLUME REQUIRED: A5 EXTERIOR 669 cu. ft. STORAGE VOLUME PROVIDED: ELECTRICA PLAN j 742 cu. ft. NEW BLOCK STEPS - DIAZ RESIDENCE 130 5TH STREET ATLANTIC BEACH, FLORIDA CODE REQUIREMENTS * TYPE 5B OCCUPANCY CLASS: GROUP R-3 FLORIDA BUILDING CODE 6th EDITION (2017) RESIDENTIAL FLORIDA BUILDING CODE 6th EDITION (2017) ACCESSIBILITY FLORIDA BUILDING CODE 6th EDITION (2017) PLUMBING FLORIDA BUILDING CODE 6th EDITION (2017) MECHANICAL FLORIDA BUILDING CODE 6th EDITION (2017) ENERGY NATIONAL ELECTRICAL CODE (2014) FLORIDA FIRE PREVENTION CODE 6th EDITION NFPA 101 LIFE SAFETY CODE SHEET INDIIX SP1 SITE PLAN DESIGN CRI EX1 EXISTING PLNNS S1.0 EX2 EXISTING EXTERIOR ELEVATIONS Al PROPOSED I LOOR PLAN A2 PROPOSED I -'LOOR PLAN A3 PROPOSEDXTERIOR ELEVATIONS A4 PROPOSED XTERIOR ELEVATIONS A5 EXTERIOR LL SECTIONS A6 ELECTRICA PLAN REQUIREMENTS BY HAVING AT LEAST ONE WINDOW OPENING PER ROOM OF 5.7 SQUARE FEET AND MEET THE SILL REQUIREMENTS OF LESS THAN 44" ABOVE FINISHED FLOOR. REFER TO WINDOW TAGS AND CORRESPONDING ROUGH OPENING SCHEDULE. S0.0 DESIGN CRI ERIA AND GENERAL NOTES CURRENT CIN OF ATLANTIC BEACH ZONING AND CONSTRUCTION S1.0 FOUNDATIO PLAN CODES. S1.01 FOUNDATIO DETAILS TO RETENTION S1.1 1ST LEVEL LL FRAMING PLAN S1.2 FLOOR AND OW ROOF FRAMING PLAN S1.3 2ND LEVEL ALL FRAMING PLAN NO UNDERGROUND OR OVERHEAD S1.4 ROOF FRAM G PLAN UTILITIES IN VICINITY OF PROPOSED S1.5 GARAGE P N WORK S2.0 TYPICAL DE ILS S2.1 TYPICAL CM DETAILS 'ALL BEDROOMS IN THIS RESIDENCE S2.2 WOOD FRA NG DETAILS TO MEET OR EXCEED THE S2.3 MISC DETAI EMERGENCY ESCAPE AND FIRE S2.4 MISC DETAI PROPERTY MARKERS SHALL BE S2.5 MISC DETAI REQUIREMENTS BY HAVING AT LEAST ONE WINDOW OPENING PER ROOM OF 5.7 SQUARE FEET AND MEET THE SILL REQUIREMENTS OF LESS THAN 44" ABOVE FINISHED FLOOR. REFER TO WINDOW TAGS AND CORRESPONDING ROUGH OPENING SCHEDULE. EXFILTRATION = 970 S.F. x 2' DEPTH = ' NEW I ;I 1940 CU. FT. x 30% = 582 CU. FT. _ I BLOCK STEPS ;I RETENTION = 970 S.F. X 4" DEPTH X.5 = 160 CU. FT. 17 - - - T - TOTAL STORAGE = 742 CU. FT. N W 75.00 (M) O C E A N B L V D KEVIN E�. MULLICAN n�51GN�p, INC C904J 745-5174 COVERAGE OF LOT EXISTING COVERAGE LOT AREA: 8,628 S.F. HOME & STEPS: 1,978 S.F. DRIVEWAY & WALWAYS: 740 S.F. GARAGE 375 S.F. TOTAL IMPERVIOUS: 3,093 S.F. % OF COVERAGE =3,093-- 8,628= .36% PROPOSED COVERAGE: LOT AREA: 8,628 S.F HOME, STAIRS AND CABANA: 2,698 S.F. DETACHED GARAGE: PROVIDE GUTTER AND DOWNSPOUTS DRIVEWAY (PERVIOUS PAVERS) ( 840 S.F. x 50%): ON NEW GARAGE WITH PIPING 58 S.F. POOL TERRACE & COPING: 478 S.F. TO RETENTION AREA AND * A FOUNDATION SURVEY SHALL BE TO OCEAN BLVD. PERFORMED AND A COPY OF THE S 0° 01' 29" E 75.06 (M) SURVEY SHALL BE ON THE SITE FOR THE BUILDING INSPECTORS PRIOR - - - - - - - 5' B.R.L_ --------------------------------- I '= -- TO FRAMING INSPECTION OR ALL PROPERTY MARKERS SHALL BE 9' B.R.L. EXPOSED AND A STRING STRETCHED .NEVI( I; � I� (- FROM MARKER TO MARKER TO ---TWCT0tX-, �� CONCRETE VERIFY REQUIRED SETBACKS. NO GA GE ------------ --- PAD UNDER UNDERGROUND OR OVERHEAD _ _ 20' B_R_L_ L It it LANDING. UTILITIES IN VICINITY OF PROPOSED L --------- J 1 I II WORK. 1 I I , _ I- I I ------------- I a. e I 44 • I , _ _______ ______ I -O POOL i1 NEW CONC. �Hu 4 i= POOL TERRACE U',I m II - to - �u d < I C0 RENOVATED - NEW _ TWO STORY HOME a ° a ; I� 0 I co POOL - ---- ----- .. , I- II - NEW - 10 --- --- - ------ ----- •, , a a '..a ` I i� . I , • , - CABANA I I I I I ------------- I i i= PROVIDE GUTTER AND DOWNSPOUTS ON NEW CABANA WITH PIPING ' I I , I TO RETENTION AREA EA AND - CONCRO;Tf= TO OCEAN BLVD. I I BLOCK = SCREEN;I i= WALL-;-- J -- ----- ,I 20' B.R.L. i--------------------� i- - 1 I PROPOSED STORAGE AREA: I � II EXFILTRATION = 970 S.F. x 2' DEPTH = ' NEW I ;I 1940 CU. FT. x 30% = 582 CU. FT. _ I BLOCK STEPS ;I RETENTION = 970 S.F. X 4" DEPTH X.5 = 160 CU. FT. 17 - - - T - TOTAL STORAGE = 742 CU. FT. N W 75.00 (M) O C E A N B L V D KEVIN E�. MULLICAN n�51GN�p, INC C904J 745-5174 COVERAGE OF LOT EXISTING COVERAGE LOT AREA: 8,628 S.F. HOME & STEPS: 1,978 S.F. DRIVEWAY & WALWAYS: 740 S.F. GARAGE 375 S.F. TOTAL IMPERVIOUS: 3,093 S.F. % OF COVERAGE =3,093-- 8,628= .36% PROPOSED COVERAGE: LOT AREA: 8,628 S.F HOME, STAIRS AND CABANA: 2,698 S.F. DETACHED GARAGE: 599 S.F. DRIVEWAY (PERVIOUS PAVERS) ( 840 S.F. x 50%): 420 S.F. PADS 58 S.F. POOL TERRACE & COPING: 478 S.F. TOTAL IMPERVIOUS: 4.253 S.F. % OF COVERAGE = 4,253-- 8,628=.49% No: DATE: REVISIONS: Ie\� IeI� Ie\� U� NOME P,,FNOVATION FOS r,,F,L,L,Y & MIKE PIAZ AI?CH ITF, CTI. [f? 51-rr,- PI -AN This drawing is an instrument of service and the property of Kevin E. Mullican. and shall remain his property. The use of this drawing shall be restricted to the original site for which it Is pre- pared and publication thereof is expressly limited to such use. Job No: 17-202 Sheet No: Date: 1/5/2018 Scale: III = 1 O' -011 Drawn: K �,M. Checked: - 1 f irst floor Al SCALE: 1/4" = 1'-0" K,� V I N F�. M UL, L,ICAN PF15I6NF1r-1,j INC. <904> 745 7� PROPOSED SQUARE FOOTAGE 1 ST FLOOR A/C = 1555 2ND FLOOR A/C = 1810 TOTAL A/C = 3365 PORCH (POOL)= 330 GARAGE 1 = 385 CABANA= 196 TOTAL S.F. = 4276 ENTRY DECK: 75 LIVING DECK: 330 No: DATE: REMSIONS: FAM /elm U� NOME P-,,FM0VATI0N F 0 P-1- & MIKE PIAZ FL -00P,- PLAN This drawing is an instrument of service and the property of Kevin E. Mullican. and shall remain his property. The use of this drawing shall be restricted to the original site for which it is pre— pared and publication thereof is expressly limited to such use. Job No: 1-7-202 Sheet No: Date: I I / 5/ 2018 Scale. / 411-11-011 " 1'-0" Drawn: V G A A Al Checked: , 4'-2" seconJ floor A2 SCALE: 1/4" = 1'-0" KEVIN I, M UL, L, I CAN I��SIGN�I', INC. C904) 74�2--574 PROPOSED SQUARE FOOTAGE 1 ST FLOOR A/C = 1555 2ND FLOOR A/C = 1810 TOTAL A/C = 3365 PORCH (POOL)= 330 GARAGE 1 = 385 CABANA= 196 TOTAL S.F. = 4276 ENTRY DECK: 75 LIVING DECK: 330 No: DATE: REVISIONS: /elm Ie7� U� NOME P-,,F--N0VAj-I0N F OI' r,,F,L,L,Y & MIKE PIAZ p�Of�05� I� FL -00P,- PLAN This drawing is an instrument of service and the property of Kevin E. Mullican. and shall remain his property. The use of this drawing shall be restricted to the original site for which it is pre— pared and publication thereof is expressly limited to such use. Job No: 17202 Sheet No. Date: I / 5/ 2018 Scale. /'I"-1'-0'' Drawn: V r, A A Az_ Checked: NEW I tX I UKEU BLOCK STEPS. TEXTURED BLOCK COLUMNS. 3RICK VENEER ON SPRAY WRAP WATERPROOFING DVER OSB SHEATHING ON ?" x 6" STUDS @ 16" O.C. ARCHITECTURAL ASPHALT SHINGLES ON GRACE WATER AND ICE SHIELD OVER 5/8" EXTERIOR GRADE PLYWOOD SHEETIP OR 7/16" O.S.B. ON PRE MANUFACTURED TRUSS SEE STRUCTURAL SHEETS). 5 COURSES OF P.T. 1" x 6" T & G SHEATHING. P.T. 2" x 6" RAFTER TAIL CONTINUOUS ALUMINUM EAVE DRIP ON CONTINUOUS P.T. 1" x 2" NOSING OVER OPEN RAFTER TAILS. 10" SQUARE COMPOSITE COLUMN ATCH POOL DECK ELEVATION KEVIN F,, M UL, L, I CAN pr__516N�I?, INC. mmmml No: DATE: REMSIONS: FA U� C�� U� NOME P-,,FN0VAj-I0N FOS KF,LLY & MIKE PIAZ �r?o�os�e F_V/Vrl0NS This drawing is an instrument of service and the property of Kevin E. Mullican. and shall remain his property. The use of this drawing shall be restricted to the original site for which it is pre— pared and publication thereof is expressly limited to such use. Job No: 17-202 Sheet No: Date: 11/ 5/ 2018 Scale: 1/411-1 0tI Drawn: Checked: , TREADS ARE 11" PROVIDE MINIMUM 6'8" HEADROOM. CONTINUOUS HANDRAIL TO BE NOT LESS THAN 34" AND NOT GREATER THAN 38" HIGH. PROVIDE CIRCULAR HANDRAIL WITH OUTSIDE DIAMETER OF AT LEAST 1 1/4" AND NOT GREATER THAN 2". fi rst floor Al SCALE: 1/4" = 1'-0" COMMUNI DEVELOPMENT qp ROVED MULLICANI b�51GN�f?, INC. (904) 74'� - 5,74 PROPOSED SQUARE FOOTAGE 1 ST FLOOR A/C = 1555 2ND FLOOR A/C = 1810 TOTAL A/C = 3365 PORCH (POOL)= 330 GARAGE 1 = 385 CABANA= 196 TOTAL S.F. = 4276 ENTRY DECK: 75 LIVING DECK: 330 �u F E: REVISIONS: /18 BUILDING DEPT COMMENTS ■ ■ NOME P,,FMOVATION F 0 P-11, MIKE PIAZ f�1�0�05�1� FL -00P,, PLAN This drawing is an instrument of service and the property of Kevin E. Mullican. and shall remain his property. The use of this drawing shall be restricted to the original site for which it Is pre— pared and publication thereof Is expressly limited to such use. Job No: 11-202 Sheet No. Date: II/ 5/ 2018 Scale: 1/ 4'' _ -0' Drawn: AlK,�,M, Checked: , 14'-2" 4'-2" TREADS ARE 11" PROVIDE MINIMUM 6'8" HEADROOM. CONTINUOUS HANDRAIL TO BE NOT LESS THAN 34" AND NOT GREATER THAN 38" HIGH. PROVIDE CIRCULAR HANDRAIL WITH OUTSIDE DIAMETER OF AT LEAST 1 1/4" AND NOT GREATER THAN 2". 1 seconJ f 1 oor A2 SCALE: 1/4" = 1'-0" K,F,VW F,. M UL, L, I CAN PF__5I6NF11?, INC. PROPOSED SQUARE FOOTAGE 1 ST FLOOR A/C = 1555 2ND FLOOR A/C = 1810 TOTAL A/C = 3365 PORCH (POOL)= 330 GARAGE 1= 385 CABANA= 196 TOTAL S.F. = 4276 ENTRY DECK: 75 LIVING DECK: 330 No: DATE: REVISIONS: Al 2 12/21/18 BUILDING DEPT COMMENTS 3 4 • ■ HOAAF P-,,,FN0VA­rI0N F OP_," rl\FILIL,y & /\Air"F-- PIAZ COMMUNITY DEVELOPMENT FI,OOP-, PLAN APPROVED This drawing is an Instrument of service and the property of Kevin E. Mullican. and shall remain his property. The use of this drawing shall be restricted to the original site for which it is pre— pared and publication thereof is expressly limited to such use. Job No: 17202 Sheet No. Date: II/ 5/ 2018 Scale: Drawn: UN, A2 Checked: , TEXTURED BLOCK COLUMNS. 3RICK VENEER ON SPRAY WRAP WATERPROOFING DVER OSB SHEATHING ON >_" x 6" STUDS @ 16" O.C. ARCHITECTURAL ASPHALT SHINGLES ON GRACE WATER AND ICE SHIELD OVER 5/8" EXTERIOR GRADE PLYWOOD SH OR 7/16" O.S.B. ON PRE MANUFACTURED TI SEE STRUCTURAL SHEETS). 5 COURSES OF P.T. 1" x 6" T & G SHEATHING. P.T. 2" x 6" RAFTER TAIL CONTINUOUS ALUMINUM EAVE DRIP ON CONTINUOUS P.T. 1" x 2" NOSING OVER OPEN RAFTER TAILS. 10" SQUARE COMPOSITE COLUMN. ATCH POOL DECK ELEVATION MMUNITY DEVELOPMENT APPROVED V I N I, M UL, L, I CAN nESIGN�f', INC. RNo: DATE: REVISIONS: 1 2 12/21/18 BUILDING DEPT COMMENTS 3 q, HO/\AF, P-,,FN0VA-rI0N r,T-L-L-Y & MIKE PIAZ �XTF-t?IOC? F -L -F -VA -TIONS This drawing is an instrument of service and the property of Kevin E. Mullican. and shall remain his property. The use of this drawing shall be restricted to the original site for which it is pre— pared and publication thereof is expressly limited to such use. Job No: Sheet No: -202 Date: 2018 Scale: /-411-1'-011 Drawn: K,�.M, Checked: - A- 11TrI - 1-1 n t'•1".1 11 1 ARCHITECTURAL ASPHALT SHINGLES ON GRACE WATER AND ICE SHIELD ON EXISTING SHEATHING AND ROOF 'FRAMING. NEW CEDAR SHAKES ON BUILDING WRAP OVER EXISTING SIHEATING AND FRAMING. ARCHITECTURAL ASPHALT SHINGLES ON GRACE WATER AND ICE SHIELD OVER 5/8" EXTERIOR GRADE PLYWOOD SHEETING OR 7/16" O.S.B. ON PRE MANUFACTURED TRUSSES. CEDAR SHAKES ON 15" FELT OVER 1/2" E=XTERIOR GRADE PLYWOOD SHEATHING ON 2"x6"STUDS@ 16"0.C.., NEW COMPOSITE DECK WITH VINYL RAILING. NEW 16" SQUARE �� ��■1■�■■■1■1■■■li%��■■u ■■■�� ■1■1�1■1■1�1■I■1�1■1■1��\.■■■dal■m ■■■■ 1111111111001 TEXTURED BLOCK COLUMNS, ONE MENM ■■■ ■■■ ■■ mmm ■■■ 1nmmmnm m m NEW TEXTBLOCK ST j- ' 111■■i IMME ■ I iii i _ _ _ iiiii ■nm■� n■ ��� ��� ��I� BRICK VENEER ON SPRAY WRAP WATERPRO FING QOVER OSB SHEATHIN N 2" x 6" STUDS @ 16" .C. A L ASPHALT SHINGLES ON GRACE WATER AND ICE SHIELD OVER 5/8" EXTERIOR GRADE PLYWOOD SHEETING OR 7/16" O.S.B. ON PRE MANUFACTURED TRUSSES. (SEE STRUCTURAL SHEETS). P.T. 2" x 6" RAFTER TAIL CONTINUOUS ALUMINUM EAVE DRIP ON CONTINUOUS P.T. 111 x 2" NOSING OVER OPEN RAFTER TAILS. 10" SQUARE COMPOSITE COLUMN. 2 ro o5eJ south elevation A4 j SCALE: 1/4" = 1'-011 NEW WATERPROOFED TEXTURED CONCRETE BLOCK TO MATCH EXISTING. COMMUNITY DEVELOPMENT APPROVED ■ KEVIN F MULA,1CAN n�51GN�f', INC. ( 90-4) -7-4�?- - 5 �7_-7-4 No: DATE: REVISIONS: Al 2 12/21/18 BUILDING DEPT COMMENTS 3 4 IN 1111101 0 NOME f?�NOVA110N FOp K���Y &MIKE PIA7 • ■ f �01�05�f� F-XTE�f?IOt? F_ L_ F_ VA11 0 N 5 This drawing is an instrument of service and the property of Kevin E. Mullican. and shall remain his property. The use of this drawing shall be restricted to the original site for which it is pre— pared and publication thereof is expressly limited to such use. Job No. n --)n-) Sheet No: Date: I I / 5/ 2018 Scale: Drawn: A4 Checked: , WP GFI 0 /TO EXTERIOR / LIGHTS AT / DETACHED / GARAGE / K7 "�� first floor el edrical A6 SCALE: 1/4" = 1'-0" ■ KEVIN �. MULLICAN PF15I6NF1r-1,j INC. C904> 795 - 5>74 K� Y 220 VOLT OUTLET 220 WATEFPp00F OUTLET Wr 6 EL00F OUTLET moor? 6 ......................... G,E L OUTLET - 44 A.F,F a4° Grl 3 WAY 5WITCH .................. OUTLET - 44'' A f, .................... • ..... P15CONNFCT 5WITCH Oj ............ OUTLET 5ror ® . .... ........ ........ PFCE55FP INTEpIOp 5POT kTc ® ...... ............. . FFCE55Er7 CAN LIGHT r:c ff ® ........... PECE55EP WATEpPPOOF moon -�} ......................... FLOOD LIGHT P�IJI7NJT -¢- ......................... PEHPANT FIXTUFF 5coNc� ( - ...... ................ WALL MOUNTED FIXTUpE - . CEILING MOUNTED F1XTUPF 4 TWE FLUOFF5CENT FIXTUPE FAN/ LIGHT ....... 2 TUBE FLUOPT5CENT EIXTUFF ............ PPE-WIpE FOPLEILING FAN WITH LIGHT 1 ............... I .......... EXNAU5T FAN WITH LIGHT L1 L:J CABLE TV 10, PHONE .................... PHONE © .. .. ...........-MM05TAT ® . ...... ............... 5MOKE PFTECTOp E E: REVISIONS: /18 BUILDING DEPT COMMENTS NOME f'ENOVAiION FOI' KELLY M I K\ F- P I �A—Z F,L-F-cITicAL- PLAN This drawing is an instrument of service and the property of Kevin E. Mullican. and shall remain his property. The use of this drawing shall be restricted to the original site for which It is pre— pared and publication thereof is expressly limited to such use. Job No. 17202 Sheet No: Date: I I / 5/ 2018 Scale: Drawn: K,� MA6, Checked: , ........ 5WITCH 3 ............... 3 WAY 5WITCH ......................... 4 WAY 5WITCH .................... • ..... P15CONNFCT 5WITCH Oj JUNCTION C30X L:J CABLE TV 10, PHONE .................... PHONE © .. .. ...........-MM05TAT ® . ...... ............... 5MOKE PFTECTOp E E: REVISIONS: /18 BUILDING DEPT COMMENTS NOME f'ENOVAiION FOI' KELLY M I K\ F- P I �A—Z F,L-F-cITicAL- PLAN This drawing is an instrument of service and the property of Kevin E. Mullican. and shall remain his property. The use of this drawing shall be restricted to the original site for which It is pre— pared and publication thereof is expressly limited to such use. Job No. 17202 Sheet No: Date: I I / 5/ 2018 Scale: Drawn: K,� MA6, Checked: , .1 - NOTE: PROVIDE ARC FAULT RECEP IN ALL BEDROOMS. PROVIDE CARBON MONOXIDE DETECTOR PER CODE. 2 second floor electrical A7 SCALE: 1/4" = 1'-0" Kl�VW E�. M UL, L, I CAN b�51GNEp, INC. <904J 7-45 - h579 - K� Y 220 VOLT OUTLST 220 6..... ..... ...... ..... .... WAFFFMO05 OUTI-FT WP 6 ... ... SLOOP OUIFT PROOF GSL OUTLST - 44'' AS,F. aa° Gni ........................ OUT -ST - 44'' ASS, OUIFT 5POi ® FFC5555b INTSJOp 5rof PFrC ® .. .. ..... ..... ... .. Ma555t7 CAN LIar kTC WF ......... ...... ... PFC5555b WAT MP,005 FLOOP (�- S1,0011) L16HT PPNPAW ¢- PFNI7ANT SIXTUFS 5CONC� �- WALT. MOUNTS? FIXTUFF - CSILING MOUNTSb SIXTUFT 4 TUGS SI U0T5CSNT SIXTUPT 2 TU65 SLUoF1F5CSNT SIX1UT PPF-WIFS FOF CSILING SAN WITH LIGHT FAN/ UGH( ........ .. ........... FXI- 15T SAN WITH LIGHT LYJ 5WITCN 3 ........ ..:.... .......... 3 WAY 5WITCH 4 WAY 5WITCH P6CONNSCT 5WITCH JO JUNCTION 60X L_J ....... :......... ......... CAWS TV 10� FHONS ..................... PHONS © 11tC?M05TAT ® ..... ........ ... 5MOK5 PFTSCTOp No: DATE: REVISIONS: 1 2 12/21/18 BUILDING DEPT COMMENTS 3 4 NOME F-,,FN0VATI0N F OI? r,,F,L,L,Y & MIKE PIAZ PLAN This drawing is an instrument of service and the property of Kevin E. Mullican. and shall remain his property. The use of this drawing shall be restricted to the original site for which it is pre— pared and publication thereof is expressly limited to such use. Job No: 17-202 Sheet No: Date: II/ 5/ 2018 Scale: Drawn: Al Checked: , DIAZ RESIDENCE 130 5TH STREET ATLANTIC BEACH, FLORIDA PRE DEVELOPMENT AREAS: LOT 8,628 S.F. IMPERVIOUS INCLUDES: EXISTING HOME, DRIVE, SHEDS, WALKS,PADS, 3,093 S.F. TOTAL IMPERVIOUS 3,093 S.F. = .36 % DESCRIPTION AREA LOT AREA DETACHED GARAGE 59''9 S.F. DRIVEWAY, POOL, (SQ. FT.) (SQ. FT.) "C" Wtd "C" IMPERVIOUS 3,093 8,628 1.00 0.36 PERVIOUS 5,535 8,628 0.20 0.13 0.10 RUNOFF CO. (C) = 0.49 PRE DEVELOPMENT RUNOFF VOLUME = 0.49 x 8,628 S.F. x 9.3 in. / 12 in. / ft V = 3,276 cu. ft. NEW PERVIOUS PAVER DRIVEWAY POST DEVELOPMENT AREAS: LOT 8,628 S.F. BUILDING AREA 2,698 S.F. DETACHED GARAGE 59''9 S.F. DRIVEWAY, POOL, I (SQ. FT'.) TERRACE, PADS, STOOPS: 9516 S.F. TOTAL IMPERVIOUS 4,253 S.F. = .49 % DESCRIPTION AREA REQUIREMENTS LOT AREA INr I (SQ. FT'.) (SQ. FT.) "C" Wtd "C" IMPERVIOUS 4,253 8,628 1.00 0.49 PERVIOUS 4,375 8,628 0.20 0.10 „- EXTERIOR WALL RUNOFF CO. (C) = 0.59 POST DEVELOPMENT RUNOFF VOLUP'JIE = 0.59 x 8,628 S.F. x 9.3 in. / 12 in. / ft V = 3,945 cu. ft. DELTA VOLUME = 37945 - 31276 = 669 cu. ft. STORMWATER STORAGE SITE PLAN REQUIREMENTS EX1 INr I AREA %IMPERVIOUS RUNOFF VOLUME PREDEVELOPMENT 1940 CU. FT. x 30% = 582 CU. FT. 8,628 s.f. 36% 3,276 cu. ft. POST DEVELOPMENT - DOWiN AREA .:. 8,628 s.f. 49% 3,945 cu. ft. 1 „- EXTERIOR WALL CTIONS A6 STORAGE VOLUME REQUIRED: TOTAL STORAGE = 742 CU. FT. 669 cu. ft. STORAGE VOLUME PROVIDED: I r_J ® `___ _ ______ 742 cu. ft. NEW BLOCK STEPS - 17 -- LU W I- (� I CONSTRUI"'TION PROVIDE GUTTER AND DOWNSPOUTS TOILET 2!L ON NEW GARAGE WITH PIPING SILT FENCE (TYP) TO RETENTION AREA AND SEE DETAILS 00011 9" 7 .06 M EAN BLVD. MEM I 1 1 1 1 DIAZ RESIDENCE 130 5TH STREET ATLANTIC BEACH, FLORIDA CODE REQUIREMENTS * TYPE 5B OCCUPANCY CLASS: GROUP R-3 FLORIDA BUILDING CODE 6th EDITION (2017) RESIDENTIAL FLORIDA BUILDING CODE 6th EDITION (2017) ACCESSIBILITY FLORIDA BUILDING CODE 6th EDITION (2017) PLUMBING FLORIDA BUILDING CODE 6th EDITION (2017) MECHANICAL FLORIDA BUILDING CODE 6th EDITION (2017) ENERGY NATIONAL ELECTRICAL CODE (2014) FLORIDA FIRE PREVENTION CODE 6th EDITION NFPA 101 LIFE SAFETY CODE CURRENT CITY OF ATLANTIC BEACH ZONING AND CONSTRUCTION CODES. * NO UNDERGROUND OR OVERHEAD UTILITIES IN VICINITY OF PROPOSED WORK *ALL BEDROOMS IN THIS RESIDENCE TO MEET OR EXCEED THE EMERGENCY ESCAPE AND FIRE REQUIREMENTS BY HAVING AT LEAST ONE WINDOW OPENING PER ROOM OF 5.7 SQUARE FEET AND MEET THE SILL REQUIREMENTS OF LESS THAN 44" ABOVE FINISHED FLOOR. REFER TO WINDOW TAGS AND CORRESPONDING ROUGH OPENING SCHEDULE. * A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON THE SITE FOR THE BUILDING INSPECTORS PRIOR TO FRAMING INSPECTION OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRETCHED FROM MARKER TO MARKER TO Q i MAN ffillil.. CONCRETE ,►������� ���,.�� ,..t►�, UNDERGROUND OR OVERHEAD • - • sem■,) PAD UNDER UTILITIES IN VICINITY OF PROPOSED LID SITE PLAN ND GENERAL NOTES EX1 INr I 1 , r---- - - --- Y__------ - -- -- CONS ; UCTli u - I SEE DETAILS 1940 CU. FT. x 30% = 582 CU. FT. I I GRAVEL - I A3 - DOWiN AREA .:. - i I °_. 1 „- EXTERIOR WALL CTIONS A6 44 TOTAL STORAGE = 742 CU. FT. TYPICAL CMU DE1 N 00 01'58" W 75.00 (M) I r_J ® `___ _ ______ ___ ___ I S2.3 MISC DETAILS S2.4 MISC DETAILS O MISC DETAILS II_ r ---------- ------ !POOL NEW CONC. W I , '°' POOL TERRACE - u7 c/o o, 0 RENOVATED I li NEW -TWO STORYi�� O of HOME ° : a SPA i � POOL ,,_ Z °'• I I .. NEW I� CABANA I , , ______ _ I I I I I =1 _---------------- '. i „= PROVIDE GUTTER AND DOWNSPOUTS ON NEW CABANA WITH PIPING TO RETENTION AREA AND CONCROTE TO OCEAN BLVD. al - 00 00 I� III .... _ _ _ I , 4 II- BLOCK ; a� E I 'I ' , I SC BLOC - ALL; STEPS ---- ----- it II_ I II ;I r- ----- ------------------------------ -J �t�L. tr- Ir I o PROPOSED STORAGE AREA: B L V D SHEET INDEX SP1 SITE PLAN ND GENERAL NOTES EX1 EXISTING PLANS Ir EXFILTRATION = 970 S.F. x 2' DEPTH = r---- - - --- Y__------ - -- -- CONS ; UCTli I NEW i 1940 CU. FT. x 30% = 582 CU. FT. i MATERIA►Y I GRAVEL I� Ir A3 - DOWiN AREA .:. i WALKWAY I I� RETENTION = 970 S.F. X 4" DEPTH X.5 - 160 CU. FT. -------- --- , , `---------------� EXTERIOR WALL CTIONS A6 -� TOTAL STORAGE = 742 CU. FT. TYPICAL CMU DE1 N 00 01'58" W 75.00 (M) S2.2 WOOD FRAMING DETAILS S2.3 MISC DETAILS B L V D SHEET INDEX SP1 SITE PLAN ND GENERAL NOTES EX1 EXISTING PLANS EX2 EXISTING EXTERIOR ELEVATIONS Al PROPOSED FLOOPLAN PLAN A2 PROPOSED FLOO PLAN A3 PROPOSED EXTE IOR ELEVATIONS A4 PROPOSED EXTE IOR ELEVATIONS A5 EXTERIOR WALL CTIONS A6 ELECTRICAL PLA S0.0 DESIGN CRITERIA ND GENERAL NOTES S1.0 FOUNDATION PLA S1.01 FOUNDATION DET ILS ILS S1.1 1ST LEVEL WALL PLAN S1.2 FLOOR AND LOW OOF FRAMING PLAN S1.3 2ND LEVEL WALL RAMING PLAN S1.4 ROOF FRAMING PI LAN S1.5 GARAGE PLAN S2.0 TYPICAL DETAILS S2.1 TYPICAL CMU DE1 AILS S2.2 WOOD FRAMING DETAILS S2.3 MISC DETAILS S2.4 MISC DETAILS S2.5 MISC DETAILS �' FULL EROSION CONTROL MEASU MUST BE INSTALLED PRIOR TO BEGINNING OF ANY EARTH DISTURBING ACTIVITIES. ALL RUNOFF MUST REMAIN ON -SIT DURING CONSTRUCTION. CANNOT RAISE SITE ELEVATION. CONSTRUCTION DUMPSTER CANN( BE PLACED IN CITY RIGHT OF WAY. FULL RIGHT OF WAY RESTORATION INCLUDING SOD, IS REQUIRED. r,,F--VIN [�. MULAICAN r F,51GNF,p, INC <904J 745-5�2-74 COVERAGE OF LOT EXISTING COVERAGE: LOT AREA: 8,628 S.F. HOME & STEPS: 1,978 S.F. DRIVEWAY & WALWAYS: 740 S.F. GARAGE: 375 S.F. TOTAL IMPERVIOUS: 3,093 S.F. % OF COVERAGE =3,093-- 8,628=.36% PROPOSED COVERAGE: LOT AREA: 8,628 S.F HOME, STAIRS AND CABANA: 2,698 S.F. DETACHED GARAGE: 599 S.F. DRIVEWAY (PERVIOUS PAVERS) : ( 840 S.F. x 50%): 420 S.F. PADS 58 S.F. POOL TERRACE & COPING: 478 S.F. FRONT WALKWAY (GRAVEL): 0 S.F. TOTAL IMPERVIOUS: 4,253 S.F. % OF COVERAGE = 4,253-- 8,628=.49% No: DATE: REVISIONS: 11-16-18 PUBLIC WOMCS COMMENTS 2 N-21-18 BUILDING DEPT COMMENTS 3 4 NOME P-,,FN0VA-r10N COPdh9 ITY DEVELOPMENTFOp A PROVED r,,FLLY &MIKE PIAZ A[?CHITF,CTUf? L 51 -r -F, PLAN This drawing is an Instrument of service and the property of Kevin E. Mullican. and shall remain his property. The use of this drawing shall be restricted to the original site for which it Is pre - Pared and publication thereof is expressly limit ed to such use. Job No: 1-7-202 Sheet No: Date: I/ 5/ 208 Scale: Drawn: rK,�,M Checked: , 0 0 4'-10" 11 i � I L— — — — — — — — — — — — —� 9'-6" 9'-6.. firA flog Plan G1 SCALE: 1,'4" = 1'-0" COI CV o C U LL C C11 C i n CV Wuxi 2'-8" 13'-4" 3'-01, TOTAL 1 ST FLOOR = 599 CV = 615 � o J Cl) N Cl) ■ CV C I 30681 I in F,L,L,Y & Mlr,,F, PIAZ L N �LOOf� This drawing is an instrument of service and the property of Kevin E. Mullican. and shall remain his property. The use of this drawing shall be restricted to the original site for which it is pre- pared and publication thereof is expressly limited to such use. c I � H Date: / 5 / 2018 Scale: /q"-1'-0" 61 FRENCH c L c c COI CV o C U LL C C11 C i n CV Wuxi rT soconJ floor plan G1 SCALE: 1/4" = 1'-0" l Re 9 D n D Y) 0 Cn � 7 Co i 2'-8" 13'-4" 3'-01, TOTAL 1 ST FLOOR = 599 J = 615 � O J N � Cl) ■ _ I 30681 I in F,L,L,Y & Mlr,,F, PIAZ �LOOf� This drawing is an instrument of service and the property of Kevin E. Mullican. and shall remain his property. The use of this drawing shall be restricted to the original site for which it is pre- pared and publication thereof is expressly limited to such use. 30 I � H Date: / 5 / 2018 Scale: /q"-1'-0" 61 FRENCH Drawn: V r AA L D r5 D IL LIVING 9' CLG C 4'-2„ 9'-2„ 5'-8" c � c i 2868 ------------- 2468 -- I BATH ' co v 9' CLG N LIN CAB a 2480 — - O L ` c c GUEST C 9' CLG 9' CLG WIC 9' CLG c d' N 20201FIXED SEAT 2020 IXED I I — (2) 30 0 DH I I 2'-8" 2'-8" 4'-2" 4'-2" 2'-8" Z-8" 5-4" 8--4" 64" 19'-0" rT soconJ floor plan G1 SCALE: 1/4" = 1'-0" l Re 9 D n D Y) 0 Cn � 7 Co i = 456 C tV TOTAL 1 ST FLOOR = 599 J = 615 � O J N � Cl) ■ � OIC in 0 m = 456 C = 143 TOTAL 1 ST FLOOR = 599 J = 615 � O J N � �r ■ � OIC in 0 N :L- 10110111=110 KEVIN F,- MULLICAN F5I6i NFP-1,J INC, 90-4) -7-4E2- 5 -7-4 PROPOSED SQUARE FOOTAGE 1 ST FLOOR GARAGE = 456 1 ST FLOOR A/C = 143 TOTAL 1 ST FLOOR = 599 2ND FLOOR A/C = 615 TOTAL A/C = 758 TOTAL SQUARE FOOTAGE = 1214 Checked: , Mon ■ ■ DATE: REVISIONS: LIE I ■ � OIC F,L,L,Y & Mlr,,F, PIAZ �LOOf� This drawing is an instrument of service and the property of Kevin E. Mullican. and shall remain his property. The use of this drawing shall be restricted to the original site for which it is pre- pared and publication thereof is expressly limited to such use. Job No: 17-202 Sheet No: Date: / 5 / 2018 Scale: /q"-1'-0" 61 Drawn: V r AA Checked: , Mon ■ ■ 9' PLATE TOP OF WINDOW P9 IN SECOND FLOOR i� r 9' PLATE TOP OF WINDOW IN iFIRSTFLOOR- 9 FINISH GRADE 12 4I minim Wilonn i1 north elevation T-0" 12 14 2'-0" 2 South elevation G2 SCALE: 1/4" = 1'-0" ARCHITECTURAL ASPHALT SHINGLES ON GRACE WATER AND ICE SHIELD OVER 5/8" EXTERIOR GRADE PLYWOOD SHEETING OR 7/16" O.S.B. ON PRE MANUFACTURED TRUSSES. (SEE STRUCTURAL SHEETS). CONTINUOUS ALUMINUM EAVE DRIP ON CONTINUOUS P.T. 1" x 2" NOSING OVER OPEN RAFTER TAILS. 5 COURSES OF P.T. 1" x 6" T & G SHEATHING OVER P.T. 2" x 6" RAFTER TAILS. CEDAR SHAKES ON 15" FELT OVER 1/2" EXTERIOR GRADE PLYWOOD SHEATHING ON 2" x 6" STUDS @ 16" O.C.. ARCHITECTURAL ASPHALT SHINGLES ON GRACE WATER AND ICE SHIELD OVER 5/8" EXTERIOR GRADE PLYWOOD SHEETING OR 7/16" O.S.B. ON PRE MANUFACTURED TRUSSES (SEE STRUCTURAL SHEETS). CONTINUOUS ALUMINUM EAVE DRIP ON CONTINUOUS P.T. 1" x 2" NOSING OVER OPEN RAFTER TAILS. i 5 COURSES OF P.T. 1" x 6" T & G SHEATHING OVER P.T. 2" x 6" RAFTER TAILS. CEDAR SHAKES ON 15" FELT OVER 1/2" EXTERIOR GRADE PLYWOOD SHEATHING ON 2" x 6" STUDS @ 16" O.C.. 9' PLATE TOP OF WINDOW SECOND FLOOR Zfl 9' PLATE TOP OF WINDOW IN c c FIRST FLOOR FINISH GRADE 3 W05t ejoVatlon G2 SCALE: 1/4° = 1'-0" 4 east eI eVation G2 SCALE: 1/4" = 1'-0" COMMUNITY DEVE�.OPME1 T APPROVED K�FIN I,. MULLICAN b SIGN�►�, INC. < 9 4> X45 - 55�-4 NSW 6AI��A6F, �Op K F LAY &MIKE P I A —7 F,xi-r-Iriop i is arawing is an instrument of service and the operty of Kevin E. Mullican. and shall r aln his property. The use of this drawing shall b restricted to the original site for which It is pro— p and publication thereof is expressly limited to ch use. bb No: 17.202 Sheet No. No: DATE: REVISIONS: 2 3 4 NSW 6AI��A6F, �Op K F LAY &MIKE P I A —7 F,xi-r-Iriop i is arawing is an instrument of service and the operty of Kevin E. Mullican. and shall r aln his property. The use of this drawing shall b restricted to the original site for which It is pro— p and publication thereof is expressly limited to ch use. bb No: 17.202 Sheet No. late: I!/ 5/ 2018 icalo. 62 Irawn: K,�,M ,heciced: *SEAL ALL TYVEKo JOINTS AND PENETRATIONS WITH APPROVED TAPE. (ex. DUPONT CONTRACTOR TAPE). *FASTEN TYVEKo TO SHEATHING WITH LARGE HEAD NAILS OR USE NAILS WITH LARGE PLASTIC WASHER HEADS. (ex. DUPONT WRAPCAPS) *LOCAL LAWS, ZONING, AND BUILDING CODES VARYAND THEREFORE GOVERNS OVER MATERIAL SELECTION AND DETAILING SHOWN BELOW. Z window Dead detail G3 NTS WINDOW WITH -4 INTEGRAL MOUNTING FLANGE MINIMALLY EXPANDING" POLYURETHANE FOAM OR APPROVED CAULK (AROUND WINDOW RSO) WRAP TYVEKo INTO OPENING & TAPE TO SILL (ESP. @ CORNERS) i USING TYVEKo FLEXWRAPTM LAP & TAPE TYVEK�_ AT JOINTS (UPPER SHEET OVER LOWER SHEET) FASTEN TYVEKo FLEXWRAPTM CORNER USING MECHANICAL FASTENER INSTALL TYVEKo FLEXWRAPTM AROUND PERIMETER OF OPENING TYPICAL WALL CEDAR SHAKES WOOD FURRING TYVEKo HOMEWRAPo 7/16" PLYWOOD SHEATHING 2"x6" WOOD STUDS W/ R-19 BATT INSULATION 1/2" GYPSUM BOARD 3 window sill d�tajj G3 NTS ARCHITECTURAL ASPHAI T Cwnl('-I Gc nKI GRACE WATER OVER 5/8" EXTERIOR GRADE PLYV OR 7/16" O.S.B. ON PRE MANUFACT (SEE STRUC 2" x P.T. BLOCKING BETWEENFRAMING, APPLY AFTER RAFTER TAILS. 5 COURSES OF P.T. 1" x 6" T & G SHEATHING. P.T. 2" x 6" RAFTER TAIL CONTINUOUS ALUMINUM EAVE DRIP ON CONTINUOUS P.T. 1" x 2" NOSING OVER OPEN RAFTER TAILS. 1"x 8" P.T. FASCIA BETWEEN RAFTER TAILS. CEDAR SHAKES ON ZIP WALL SHEATHING ON 2" x 6" STUDS @ 16" O.C.. CEDAR SHAKES ON ZIP WALL SHEATHING ON 2" x 6" STUDS @ 16" O.C.. Wrzd TYPICAL WALL ON STRUCTUF CEDAR SHAKES WOOD FURRING Ui TYVEKo HOMEWRAPo 7/16" PLYWOOD SHEATHING 2"x6" WOOD STUDS 00 w/ R-19 BATT INSULATION zo 1/2" GYPSUM BOARD MINIMALLY EXPANDING 1/2" DRYWALL POLYURETHANE FOAM OR O STUDS @ 16"( APPROVED CAULK 0 INSTALL TYVEKo FLEXWRAP,- (AROUND WINDOW RSO) OVER MOUNTING FLANGE. LAP TYVEKo & TAPE JOINTS. WINDOW WITH R-19 FIBERGL) INTEGRAL MOUNTING LL FLANGE Z window Dead detail G3 NTS WINDOW WITH -4 INTEGRAL MOUNTING FLANGE MINIMALLY EXPANDING" POLYURETHANE FOAM OR APPROVED CAULK (AROUND WINDOW RSO) WRAP TYVEKo INTO OPENING & TAPE TO SILL (ESP. @ CORNERS) i USING TYVEKo FLEXWRAPTM LAP & TAPE TYVEK�_ AT JOINTS (UPPER SHEET OVER LOWER SHEET) FASTEN TYVEKo FLEXWRAPTM CORNER USING MECHANICAL FASTENER INSTALL TYVEKo FLEXWRAPTM AROUND PERIMETER OF OPENING TYPICAL WALL CEDAR SHAKES WOOD FURRING TYVEKo HOMEWRAPo 7/16" PLYWOOD SHEATHING 2"x6" WOOD STUDS W/ R-19 BATT INSULATION 1/2" GYPSUM BOARD 3 window sill d�tajj G3 NTS ARCHITECTURAL ASPHAI T Cwnl('-I Gc nKI GRACE WATER OVER 5/8" EXTERIOR GRADE PLYV OR 7/16" O.S.B. ON PRE MANUFACT (SEE STRUC 2" x P.T. BLOCKING BETWEENFRAMING, APPLY AFTER RAFTER TAILS. 5 COURSES OF P.T. 1" x 6" T & G SHEATHING. P.T. 2" x 6" RAFTER TAIL CONTINUOUS ALUMINUM EAVE DRIP ON CONTINUOUS P.T. 1" x 2" NOSING OVER OPEN RAFTER TAILS. 1"x 8" P.T. FASCIA BETWEEN RAFTER TAILS. CEDAR SHAKES ON ZIP WALL SHEATHING ON 2" x 6" STUDS @ 16" O.C.. CEDAR SHAKES ON ZIP WALL SHEATHING ON 2" x 6" STUDS @ 16" O.C.. Wrzd ON STRUCTUF Ui 00 zo 1/2" DRYWALL O STUDS @ 16"( 0 z R-19 FIBERGL) LL INSULATION B O a O V-4" DEEP FLO( (SEE STRUCTUI SMOOTH FINIS 1/2" DRYWALL SEE STRUCTUF ON STRUCTUR, 1/2" DRYWALL ( Ii STUDS @ 16" C LL R-19 FIBERGLA q INSULATION BE 60 O z _o U_ O 4 O H WOOD BASE - P 'H ON CEILING RAL SHEETS FOR ENGINEERING NOT ;AL MEMBERS AND CONNECTIONS. -IN ON2"x6" SSS BATT ETWEEN STUDS ►R TRUSS ZAL) -1 ON ;EILING AL SHEETS FOR ENGINEERING Ni kL MEMBERS AND CONNECTIONS. )N 2"x6" .C. 5S BATT TWEEN STUDS r -IN S PER BUILDER SPECIFICATIONS. El GRADE SEE STRUCTURAL SHEETS FOR ENGINEERIN NOTES ON STRUCTURAL MEMBERS AND CONNECTIONS. ) r7� wall 56d ion G3 SCALE: 1/2" = 1'-0" 0 C0 N KEVIN F, MULLICAN F,SIGNF,p, INC. 1 No: DATE: REVISIONS: NEW 6AP,,,A6F, F OI? F L- L- Y &MIKE P I AZ WA,[, 5F-CI"ION5 This drawing is an instrument of service and the property of Kevin E. Mullican. and shall remain his property. The use of this drawing shall be restricted to the original site for which it is pre— pared and publication thereof is expressly limited to such use. Job No: 17,772 Sheet No: Date: II/ 5/ 2018 Scale: 1/q"-1'-0' r�' _/_ -) Drawn: Checked: ■ WP SCONCE / I I I I i I I i I EC —�_/ EC \ 1 I J ,ONCE I U GFI GFI / \\ GFI II \\ GFI I II I II I II II FOR I I I I GARAGE DOOR II / OPENER 11 / III dF1 I I \\ GIA SCONCE I I I \ I \ L—------� \ IWP GFI \ I \ I \ \ 1 I I 1 v I I I a OU \\ L — — — — — — — — —— -I / a o � \ �\ I/ VTO SWITCH AT MAIN HOUSE First floor electrical elan SCALE: 1/4" = 1'-0" NOTE: PROVIDE ARC FAULT RECEP IN ALL BEDROOMS. PROVIDE CARBON MONOXIDE DETECTOR PER CODE. SWITCH MAIN HOUSE 2 second floor electrical plan 2f,) SCALE: 1/4" = 1'-0" 1 ■o EVIN �. MULLICAN P-l'i INC, C904> 745 - 5574 K� Y 220 VOLT OUTLET 220 6 WAT WWOF OW -LFT (� FLoor OUTLFr FLOOP 4 G,E,I, OUTLET - 44'' AFF. OUTLET - 44" A,F F 94" oulff sror ® ?FCF55Fb INTEI'lor 5POT Tec ® pECF55Eb CAN LIGHT ITC WF ® 1,TCE55Fb WAIEHPPOOF FLOW - FLOOb LIGHT P�Nt7ANr -�- .................:....... PFNt7ANT FIXTUpE 5coNCE -¢. WALL MOUNT [) FIXTUFF -�}- CEILING MOUMW FIXTUPT . 4 TU13F FLU0F\E5CFNT FIXTUFT �- --; ....... 2 TUBE FLUOPE5CFNT FIXTUPF PPE-W1FF FOP CEILING FAN WITH LIGHT FAN/ LIGHT ........ .... ........... EXHAU5r FAN WITH LIGHT ................ 5WTCH 3 3 WAY 5WITCH 4 WAY 5WITCH 1)15CONNECr 5WITCH O . ..... .. . ............ JUNCTION 130X nCABLE TV 111� PHONE PHONE 0 WM05W ® .......................... 5MOKE PMCTOP DATE: REVISIONS: NSW GAI?AG� � OI' & MIKE PIAZ remain his property. The use of this drawing shall M�N�i`(pEVEtOFMEt'�f be restricted to the original site for which it is pre— pared ` , �n 8e publication thereof Is expressly limited to AP P RO v !,� Job No•. 17-202 Sheet No: Date: I / 5 / 2018 Scale. / 1.O1, Drawn: K � K 64 Checked: ■ DESIGN SPECIFICATIONS MATERIAL SPECIFICATIONS HARDWARE AND ANCHORS: ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE WITH ASTM A 307 OR ASTM F 1554 GRADE 36. WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO EXTERIOR SHALL BE GALVANIZED. RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE 1/4" LARGER THAN REBAR SIX AND 1/8" LARGER THAN THREADED ROD SIZE. (U.0.N.) ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS (DUAL CARTRIDGE INSTALLATION ONLY): EPDXY: ITW RED HEAD A7 REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60. STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER SHALL MEET OR EXCEED THE FOLLOWING DESIGN PROPERTIES - ELASTIC MODULUS (E)1,900ksi, BENDING STRESS (Fb) 2600psi SIMPSON CONNECTORS COMPONENTS & CLADDING ALLOWABLE DESIGN PRESSURES DESIGN CODE: INTERIOR 2017 FLORIDA BUILDING CODE - RESIDENTIAL ZONE (PSF) DESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL PLANS, 10 UNLESS PLANS HAVE BEEN REVIEWED FOR CODE COMPLIANCE. +30.2 -40.5 DESIGN LOADS: ACTUAL AND UNIFORM +27.1 -29.6 ROOF FLOOR 100 ROOF LOADING (cd=1.25) (cd=1.00) +25.7 -31.2 TOP CHORD LIVE LOAD 20 psf 40 psf H8 TOP CHORD DEAD LOAD 7 psf (ARCH SHINGLES) 10 psf 530 TOP CHORD DEAD LOAD 20 psf (TILE SHINGLES) 10 psf 11470.3 BOTTOM CHORD LIVE LOAD 10 psf 0 psf 1000 BOTTOM CHORD DEAD LOAD 5 psf 5 psf 7-10dx11/2" EA. END DEFLECTION CRITERIA: HTS20 ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/240 1245 FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD L/240 13872.3 WIND LOADING: 1765 ASCE 7/10 FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED WITH A 9-10d EA. END MIN. DEAD LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF MSTA36 BOTTOM CHORD. REACTIONS CALCULATED FOR THE BEARING POINTS 1870 OF ROOF TRUSSES SHALL BE REDUCED. SPECIFICALLY, ATTIC FLOOR 13872.8 LIVE LOADS COMBINED WITH ROOF LIVE LOADS SHALL BE MULTIPLIED 3480 BY 0.75 WHEN COMBINED w/ DEAD LOAD. 18-16d TO TRUSS/BEAM BASIC WIND SPEED (ASCE 7-10) -------------- 130 MPH 1-5/8 "0 ROD TO FTG. IMPORTANCE FACTOR - - - - - - - - - - - - - - - - - - - - - - 1.00 5250 MEAN ROOF HEIGHT ----------------------- 25.0 FT 32-16d TO TRUSS/BEAM ROOF PITCH - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4/12 5 1- /8' � ROD TO FTG. BUILDING CATEGORY ----------------------- II 930 EXPOSURE CATEGORY - - - - - - - - - - - - - - - - - - - - - - D 6-10d TO HEADER ENCLOSURE CLASSIFICATION -----------------ENCLOSED 4-10d TO JOIST INTERNAL PRESSURE COEFFICIENT -------------- t .18 MATERIAL SPECIFICATIONS HARDWARE AND ANCHORS: ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE WITH ASTM A 307 OR ASTM F 1554 GRADE 36. WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO EXTERIOR SHALL BE GALVANIZED. RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE 1/4" LARGER THAN REBAR SIX AND 1/8" LARGER THAN THREADED ROD SIZE. (U.0.N.) ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS (DUAL CARTRIDGE INSTALLATION ONLY): EPDXY: ITW RED HEAD A7 REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60. STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER SHALL MEET OR EXCEED THE FOLLOWING DESIGN PROPERTIES - ELASTIC MODULUS (E)1,900ksi, BENDING STRESS (Fb) 2600psi SIMPSON CONNECTORS COMPONENTS & CLADDING ALLOWABLE DESIGN PRESSURES TRIBUTARY AREA (sf) INTERIOR EDGE STRIP (PSF): ZONE (PSF) 'a' = 4'-6" 10 +30.2 -32.9 +30.2 -40.5 50 +27.1 -29.6 +27.1 -34.2 100 +25.7 -28.2 +25.7 -31.2 GARAGE DOOR PRESSURES (PSF) 1 CAR +30.2 GARAGE SYP DOOR _32.9 (8'x7') 450 2 CAR +27.1 GARAGE 600 DOOR -29.6 (16'x7') H8 • THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (ASD). THE ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION SHALL BE PERMITTED • COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. • LINEAR INTERPOLATION IS PERMISSIBLE. • PLUS = PRESSURE AND MINUS = SUCTION. • DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. a7 1 [NOT ACTUAL PLAN] 7k a 7k ta DENOTES EDGE STRIP. SEE C & C CHART ABOVE FOR 'a' DIMENSION SCOPE OF SERVICE MEANS AND METHODS: THE STRU` TURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMEN S LIMITS OF_STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES: THE ITEMS `SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT, WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT SPECIFICALLY ADDRESSED, TRUSS -TO -TRUSS CONNECTION, AND ANY ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. CONNECTOR UPLIFT FASTENERS FL# CODE SYP SPF A35 450 450 12-8dx1 1/2 " 10446.4 H2.5T 600 520 5-8d EA. END 11478.3 H8 620 530 5-10dx11/2" EA. END 11470.3 MTS12 1000 860 7-10dx11/2" EA. END 10456.3 HTS20 1450 1245 24-10dx11/2" EA. END 13872.3 MSTA24 1765 1270 9-10d EA. END 13872.4 MSTA36 2050 1870 13-10d EA. END 13872.8 HTT4 3480 3080 18-16d TO TRUSS/BEAM 11496.2 1-5/8 "0 ROD TO FTG. HTT5 5250 4670 32-16d TO TRUSS/BEAM 11496.2 5 1- /8' � ROD TO FTG. LUS28 930 780 6-10d TO HEADER 10655.113 4-10d TO JOIST H U 410 905 785 14-16d TO HEADER 10531.36 6-16d TO JOIST ABU44 2200 OUNDATION 5/B"0 ROD w/ 12-16d 10849.6 ABU66 2300 @ 48" O.C. OR ROD CHAIRS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO 5/8"0 ROD w/ 12-16d 10849.6 SET N/A N/A SIMPSON EPDXY-TIE 11506.4 LTT20B 1675 1675 10-16d TO STUD/BEAM/POST 11496.3 1-1/2"0 ROD TO FTG. LSTA12 805 695 10-10d 13872.5 CS16 1705 1705 13-8d 10852.1 GENERAL NOTES Et CONSTRUCTION SPECIFICATIONS FLOOR SHEATHING SPECIFICATIONS Long 23/32" T&G OSB OR PLYWOOD SHEATHING, GLUE AND NAIL WITH 10d COMMON @ 6" O.C. EDGE & FIELD INTERIOR LOAD BEARING WALL ROOF SHEATHING SPECIFICATIONS: OC - SHINGLE- MIN. 7/j,", 24/16, APA RATED OSB OR PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK NAILS @ 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-0" OF ROOF EDGE). FASTENER WALL SHEATHING SPECIFICATIONS: NAIL FLEXIBLE FINISH -MIN. 7/16", 24/16, APA RATED OSB OR PLYWOOD SHEATHING, FASTENED w/ 8d @ 6" O.C. EDGE AND 6" O.C. FIELD. SHEATHING MAY BE NAILS @ 12" STAG. INSTALLED HORIZONTALLY OR VERTICALLY. FLEXIBLE FINISH WALLS INCLUDE: WOOD, CEMENT, OR VINYL SIDING, HARDI PANEL & BRICK. ALL OTHER WALL SHALL BE CONSIDERED BRITTLE FINISH. NAIL STUCCO FINISH, -MIN. 7/16", 24/16, APA RATED OSB OR PLYWOOD SHEATHING, FASTENED w/ 8d @ 6" O.C. EDGE AND 6" O.C. FIELD. INSTALL SHEATHING WITH THE LONG DIMENSION PERPENDICULAR 0 THE WALL STUDS NAILS MASONRY SPECIFICATIONS: NAIL MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530-05, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH AC1530.1-05. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476 WITH A MIN MUM OF 28 DAY COMPRESSIVE STRENGTH OF 2000 psi PER ASTM C1019, GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF % PLACED AT AN 8" TO 11" SLUMP. MORTAR SHALL CONFORM TO ASTM 270 AND TYPE M OR S. TYPE N MORTAR MAY BE USED IN BRICK VENEER. CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING. TOE CONCRETE MASONRY UNITS (CMU (8d @ 6") CMU SHALL BE IN ACCORDANCE WITH ASTM C90-75, HOLLOW LOAD-BEARING (CMU), TYPE 1, GRADE N-1, NORMAL WEIGHT, WITH A MINIMUM COMPRESSIVE STRENGTH OF 1900 psi (f'm=1500 psi). G OUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT IN 5'-0" MAXIMUM LIFTS PROVIDE CLEANOUTS PER ACI 530.1-02 IN THE BOTTOM OF COURSE OF MASONRY WHEN THE WALL HEIGHT EXCEEDS 5-0". NAIL MASONRY STEMWALLS: ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90E, E GRADE N-1 HOLLOW CONCRETE MASONRY UNITS WITH TYPE 'S' MORTAR. WALL COURSING SHALL BE R NNING BONDS STACK BOND SHALL NOT BE USED. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRETE GROUT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS. ALL EXTERIOR WALLS SHALL BE REINFORCED FULL HEIGHT WITH - #4 @ 4'-0" O.C. MAX. AND AT EACH CORNER, WALL END, AND WALL INTERSECTIONS. PROVIDE CONTINUITY OF REINFOR ING AT INTERSECTIONS OF PERPENDICULAR MASONRY ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. AT STEMWALL CONSTRUCTED OF 5 OR MORE COURSES, rROVIDE 4 HORIZONTAL JOINT REINFORCEMENT AT 16" O.C. VERTICALLY, (EVERY OTHER COURSE), AND VERTICAL REINF. SHALL BE INCREASED AS NOTED ON 1/S1.0. UNLESS NOTED OTHERWISE. LAP JOINT REINF RCING SHALL BE A MINIMUM OF 6". NAIL CLAY MASONRY (BRICK): 8 BRICK SHALL BE IN ACCORDANCE WITH ASTM C62, C216, OR C652 FOR BUILDING BRICK, FACING BRICK, & HOLLOW BRICK, RESPECTFULLY. NAILS CONCRETE SPECIFICATIONS: NAIL ALL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 318-08, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 301. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGT OF 2500 PSI AT 28 DAYS CONCRETE AT GARAGE AND PORCH SLABS SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI. NAILS GENERAL NOTES: NAIL FOOTING AND FOUNDATIONS: 3 -GUN FOOTINGS AND FOUNDATIONS SHAL I BE IN ACCORDANCE WITH LOCAL BUILDING CODES. FOOTING HAVE BEEN DESIGNED WITH A SOIL BEARING (DESIGN MAXIMUM) OF 2000 PSF. A SOILS INVESTIGATIOREPORT IS RECOMMENDED TO VERIFY SUITABLE SUBSURFACE CONDITIONS. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. SOIL SHALL BE F E OF ORGANIC MATERIAL AND COHESIVE (CLAY) SOILS. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. 4 FOUNDATION PLAN ONLY CONVEYS' STRUCTURAL INFORMATION. FOR GENERAL FEATURES, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS. DO NOT SCALE FOOTING DI ENSIONS AND LOCATION FROM THE FOUNDATION FLAN SHOWN ON S1.0. DO NOT DETERMINE FOOTING LOCATION BASED ON EITHER THE ARCHITECTURAL PLAN OR FRAMING PLAN, BUT BY DIMENSIONS PROVIDED ON OUNDATION PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINED ON PLAN THEN CONTACT ENGINEER OF RECORD (EOR) 3 --GUN UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3" IN FOOTINGS AND MESH SHALL BE CENTERED IN SLAB ON GRADE. IN ALL CONTINUOUS FOOTING PROVIDE #3 @ 48" O.C. OR ROD CHAIRS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO ACH ELEMENT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS 16" CONCRETE SLABS ON GRADE: @ EDGE SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTECD EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATM NT FOR PREVENTION OF SUBTERRANEAN TERMITES. SAWCUTS: FOR CONTROLLED CRACKING CUT A 1" SAWCUT INTO SLAB IN A 12'x12' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT, PROVIDE SAWCUTST ROUGH OUT SLAB CALL EOR FOR ALTERNATIVE METHODS. NAILS WOOD FRAMING SPECIFICATIONS: NAIL ALL WOOD FRAMING HAS BEEN DE`,IGNED IN ACCORDANCE WITH NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, LATEST EDITION. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE OR SCI._ SHALL BE PRESSURE -TREATED. IF, ACID OR NON -DOT BORATE PRESERVATIVE TREATMENT IS USED, ALI_ HTTACHED FASTENERS SHALL BE HOT DIPPED GALVANIZE IF ACZA PRESERVATIVE IS USED, ALL ATTACHED FASTENERS SHALL BE STAINLESS STEEL. NAIL PRE-ENGINEERED WOOD TRUSSES: GUN SHALL BEAR THE SEAL OF AN ENGINEER IN THE STATE WHERE PROJECT IS BEING BUILT AND SHALL COMPLY WITH NFPA, TPI, AND AITC 100. CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BE RING IS INSTALLED AT ALL TRUSSES AS INDICATED IN THE TRUSS SHOP DRAWINGS. ALL TRUSS -TO -TRUSS CONNECTIONS AND TRUSS PROFILES ARE THE RESPONSIBILITY OF THE DELEGATED TRUSS ENGINEE ALL TRUSSES SHALL HAVE TEMPORARI' BRACING PER 'COMMENTARY' AND RECOMMENDATION FOR HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES, HIB -91." AT MULTIPLE ST P CONNECTIONS, SPREAD STRAPS TO AVOID NAILING CONFLICTS THROUGH TRUSS. WHEN USING (2) STRAPS ON SINGLE PLY TRUSSES, PLACE S -i -RAPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA. THER. ROOF COVERING SPECIFICATIONS: THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. ASPHALT SHINGLES SHALL COMPLY WITH ASTM D3161 AND BE INSTALLED ACCORDIN TO THE MANUFACTURER'S REQUIREMENTS. CLAY AND TILE ROOFS SHALL BE INSTALLED PER THE "CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL." AND THE MANUFACTURER'S REQUIREMENTS. STAND NG SEAM METAL ROOFS SHALL COMPLY WITH ASTM E1514 AND BE INSTALLED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLA ION OF ALL METAL FLASHING AND VALLEY MATERIALS. WATERPROOFING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN/INSTALLATION OF ALL WATER PROOFING. PRE-ENGINEERED MISCELLANEOUS STRUCTURES: ANY EYEBROW, CANOPY, ALUMINUM COMPONENT OR ANY OTHER BUILDING APPENDAGES NOT SPECIFICALLY DETAILED HEREIN SHALL BE DESIGNED BY OTHERS AT THE EXPENSE OF THE CONTRACTOR. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF MISCELLANEOUS ATTACHED STRUCTURES TO THE MAIN STRUCTURE INDICATING CONNECTION POINTS, REACTIONS AND FASTENER REQUIREMENTS PRIOR TO FABRICAION OF MISCELLANEOUS STRUCTURE AND PRIOR TO CONSTRUCTION OF MAIN STRUCTURE. CONTRACTOR SHALL COORDINATE LOADING REQUIREMENTS WITH ANY OTHER PRE-ENGINEERED COMPONENT SUCH A ROOF FLOOR AND ROOF TRUSS ENGINEERING. WOOD FASTENING SCHEDULE MEMBERS TOP PLATE TO TOP PLATE TOP PLATE, LAPS/INTERSECTION DBL. TOP PLATE TO STUD RIM JOIST TO TOP PLATE CEILING JOIST TO TOP PLATE CEILING JOIST, OVER PARTITIONS CEILING JOIST TO ROOF RAFTER JOIST/TRUSS TO PLATE RAFTER TO PLATE JACK RAFTER TO HIP ROOF RAFTER TO 2x- RIDGE BM. CONT. HEADER, TWO PIECES CONT. HEADER TO STUD STUD TO SOLE PLATE SOLE PLATE TO JOIST/BLOCKING NAIL SPECIFICATIONS 3"x0.13 "o = GUN NAILS 2"x0.113"O = RINK SHANK 2"x0.113"0� = 6d 21/2 "x0.131 "O = 8d 3"x0.148"O = 10d 31/2 "x0.162"O = 16d 11/2 "x0.148"O = 10dx11/2 " 11/2 "x0.131 "O = 8dx11/2 " PLAN LEGEND AND ABBREVIATIONS Long MANUF - Manufacture INTERIOR LOAD BEARING WALL - Monolithic OC - CONNECTION TYPE GABLE X -BRACE FASTENER FACE NAIL 2 -GUN NAILS @ 12" STAG. FACE NAIL (2-16d) 3 --GUN NAILS FACE NAIL (2-16d) 3 --GUN NAILS TOE NAIL (8d @ 6") GUN NAIL @ 6" TOE NAIL (3-8d) 5 -GUN CMU NAILS FACE NAIL (3-16d) 4 --GUN NAILS FACE NAIL (6-16d) 8 --GUN NAILS TOE NAIL (2-16d) 3 --GUN NAILS TOE NAIL (3-8d) 3 -GUN HDR NAILS TOE NAIL (3-10d) 4 --GUN NAILS TOE NAIL (2-16d) 3 --GUN NAILS FACE NAIL 16d@ 16" O:C. @ EDGE TOE NAIL (3-16d) 4 -GUN NAILS TOE NAIL (3-16d) 4 -GUN NAILS FACE NAIL (16d @ 16") GUN NAIL @ 8" NAIL SPECIFICATIONS 3"x0.13 "o = GUN NAILS 2"x0.113"O = RINK SHANK 2"x0.113"0� = 6d 21/2 "x0.131 "O = 8d 3"x0.148"O = 10d 31/2 "x0.162"O = 16d 11/2 "x0.148"O = 10dx11/2 " 11/2 "x0.131 "O = 8dx11/2 " PLAN LEGEND AND ABBREVIATIONS IKBUILT-UP POST IN THE WALL H6-1/2 HEADER SIZE, JACK AND KING STUD QUANTITY. LG - Long MANUF - Manufacture INTERIOR LOAD BEARING WALL - Monolithic OC - On Center GABLE X -BRACE Oriented Strand Board DESIGNATES SHEARWALL. THE - Perpendicular HIDDEN LINE DESIGNATES SIDE OF SW PSF - WALL THE SHEARWALL SHEATHING NAILING: Pounds per Square Inch TO BE APPLIED. 8d @ 3/6 8d©3" 6" QT - DESIGNATES 3d COMMONS @ 3" REINF - Reinforce O.C. EDGE & 6" O.C. "IN THE Square Foot FIELD" ADJ - ADJACENT BM - BEAM BOT- BOTTOM BRG - BEARING CMU - CONCRETE MASONRY UNIT DBL - DOUBLE DIA - DIAMETER EA - EACH EE - EACH END EOR - ENGINEER OF RECORD EQ - EQUAL EXT - EXTERIOR FBC - FLORIDA BUILDING CODE FDN - FOUNDATION FT- FOOT FTG - FOOTING HDR - HEADER HORIZ - HORIZONTAL LBS - POUNDS IKBUILT-UP POST IN THE WALL H6-1/2 HEADER SIZE, JACK AND KING STUD QUANTITY. LG - Long MANUF - Manufacture MONO - Monolithic OC - On Center OSB - Oriented Strand Board PERP - Perpendicular PRE ENG - Pre Engineered PSF - Pounds per Square Foot PSI - Pounds per Square Inch PT - PRESSURE TREATED QT - Quick Tie REINF - Reinforce SF - Square Foot SPF -Spruce Pine Fur SYP - Southern Yellow Pine THRU - Through TYP - Typical LION - Unless Otherwise Noted VERT - Vertical WWF - Welded Wire Fabric C�f )a1�1 OFFICEICOPY REVtE�w�'V�E�e'D�gFOR CODE Oy.•,11P�.IA'I�;OE CITY 0" Pw1,t 1. .IV II ••o�ca�.H SEE PEE'Iirv1�TS r0 , � C REQUiREMEi4TS AivD . ,,.11 1"i'.:: J "3 REVIEWED BY: 1 o � `ae�� 4�p P A gh 1"s� CD• ;v rt No. -o ST OF ,c 44." , � rrfrraaalcac�laam Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PON11GO & ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS, ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. DESIGN CRITERIA AND GENERAL NOTES DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE EO.R PLAN NAME DIAZ RESIDENCE DESIGN/DRAWN/CHECKED JMD MJK /LAP DATE 11/06/18 SCALE AS NOTED LPA No. COAS-18-00443 CONTROL No. SHEET S0.® SHEET 1 of 14 ..i U. w U 2 w Q v�i 0=m � tf U O N Cn Z o � Q DESIGN CRITERIA AND GENERAL NOTES DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE EO.R PLAN NAME DIAZ RESIDENCE DESIGN/DRAWN/CHECKED JMD MJK /LAP DATE 11/06/18 SCALE AS NOTED LPA No. COAS-18-00443 CONTROL No. SHEET S0.® SHEET 1 of 14 10"x24" FOOT CON T.(T` WATER—PRC BY BI CONC. `_ SEE DI Or 12" ( 4" CONCRETE SLAB W/ 7,_2„ 7>_ PLANS TO SHOW c 0REVISED » NEW FOUNDATION 1 VERTICAL (TYP) 1 S2.6 C�.J�.J�J�J�J�,/�J �J �J JJ�-JJJ✓,J,,./�/JJ.JJ�J��.JJ✓�J.JJ.J�J�J��/.J�.JJJ���J��✓��-�J�J J��.J 3 ,1! t: 4 7,_2-— 2 CONC. STAIRS SEE DETAILS ON S2.6 FOUNDATION PLAN SCgLE: 1/4" = 1'-0" AU PILASTER /S2.5 0 Al SYMBOLS LE END — — — — — DESIGNATES F00 G LINE — DESIGNATES SAW T LINE F3.0 3'-0" 3'-0" 1'-0"EA, INTERIOR LOAD BI ARING WALL F3.5 3'-6" 3'-6" 1'-0"EA. •••MA RECESS WAY BCT. F4.5 4'-6" 4'-6" 1'-0"EA. WAY BCT. 1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTUELATED TO -HE FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS,ELECTRICAL _MBEDS, STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECTUHOWN OWE REFERENCE ONLY. 2. FTGS. & FND. SHALL BE IN ACCORDANCE w/ LOCAL BUILD G CODES. 3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A IN. OF 95% MODIFIED �i ♦ • D � P* 1 0.21 "W1511 lig ..,., �.. 7,_2„ 7>_ PLANS TO SHOW c 0REVISED » NEW FOUNDATION 1 VERTICAL (TYP) 1 S2.6 C�.J�.J�J�J�J�,/�J �J �J JJ�-JJJ✓,J,,./�/JJ.JJ�J��.JJ✓�J.JJ.J�J�J��/.J�.JJJ���J��✓��-�J�J J��.J 3 ,1! t: 4 7,_2-— 2 CONC. STAIRS SEE DETAILS ON S2.6 FOUNDATION PLAN SCgLE: 1/4" = 1'-0" AU PILASTER /S2.5 0 Al SYMBOLS LE END — — — — — DESIGNATES F00 G LINE — DESIGNATES SAW T LINE F3.0 3'-0" 3'-0" 1'-0"EA, INTERIOR LOAD BI ARING WALL F3.5 3'-6" 3'-6" 1'-0"EA. DESIGNATES SLAB RECESS WAY BCT. F4.5 4'-6" 4'-6" 1'-0"EA. WAY BCT. OFFICE COPY REVI ION E3P#S t 370 DATE �.. //� SIGNED/� JAN 4, 2019 FOOTING SCHEDULE AND NOTES TYPE LENGTH WIDTH DEPTH BCTTOM BARS F2.0 2'-0" 2'-0" 1'-0" 3—#t EA. WAY BOT. F2.5 2'-6" 2'-6" 1'-0"I EA. WAY BOT. F3.0 3'-0" 3'-0" 1'-0"EA, WAY BOT. F3.5 3'-6" 3'-6" 1'-0"EA. WAY BOT. F4.0 4'-0" 4'-0" 1'-0"EA. WAY BCT. F4.5 4'-6" 4'-6" 1'-0"EA. WAY BCT. 1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTUELATED TO -HE FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS,ELECTRICAL _MBEDS, STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECTUHOWN HERE N FOR REFERENCE ONLY. 2. FTGS. & FND. SHALL BE IN ACCORDANCE w/ LOCAL BUILD G CODES. 3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A IN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. Associates, Inc. 420 Osceola Avenue lax. Beach, Florida 32250 Ph. 242-0908 Fax, 241-9557 FL: CA # 8344 SC: CA# 3579 \CE � NSA. off'' .'� N 1 N ;_53 T E OF o =,F� .< .RID?=.-•'���� SNA � ''�,, Luis A. Ponti;o, PE FL PE#53311 REVISIONS DATE QGENERAL 01.22.1 REVISION FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. FOUNDATION PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME DIAZ RESIDENCE DESIGN/DRAWN/CHECKED JMD / MJK /LAP DATE 11/06/18 SCALE AS NOTED LPA No. COAS-18-00443 CONTROL No. SHEET SLO SHEET 2 of 15 J LL W U 2 Ln w n � m � LLJ tf) U CD QmQ D � Q FOUNDATION PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME DIAZ RESIDENCE DESIGN/DRAWN/CHECKED JMD / MJK /LAP DATE 11/06/18 SCALE AS NOTED LPA No. COAS-18-00443 CONTROL No. SHEET SLO SHEET 2 of 15 STEM WALL AND FOOTING SCALE: 3/4" = 1'-0" #2 CLOSED TIES AT EACH COURSE (8" O.C. VERTICALLY) #2 CLOSED TIES AT I • • EACH COURSE (8" O.C. VERTICALLY) CMU PILASTER 12"x12" -4-#5 CMU PILASTER 16"x16" -4-#5 MASONRY PIER i o (4)#5 DOWEL BARS EMBEDDED 9" INTO BRICK PAVERS FOOTING. SEE DOWEL BY OTHERS BAR DETAIL ABOVE 45 DOWEL 11 I z BAR DETAIL CONCRETE FOOTING ___` ' I 0 SEE PLAN z 3" MIN. 6 CMU PIER FOOTING ;1-n1 I SCALE: 3/4" = 1'-0" #5 VERTICAL WALL REINFORCING. SEE PLAN. SLAB ON L GRADE, =- SEE PLAN. ��II_I( CD z LTJ J Q N STEP, SEE LARCH M 3" MIN STEM WALL STEP SCALE: N.T.S. r SLAB ON GRADE - SEE PLAN STEMWALL & FOOTING, SEE 1 /S1.0 3/4" DEEP SAWCUT SLAB ON GRADE w/ ELASTOMERIC SEALANT \,, -SEE PLAN NOTES: 1) PROVIDE SAWCUTS TO CREATE MAT APPROXIMATE 12' X 12' MAX. SQ. WIDTH, 2) SAWCUT CONC. SLAB WITHIN 4 TO 12 HOURS OF CONC. PLACEMENT. PAVI SAWCUT DETAIL BY BUIL SCALE: 3/4" = 1'-0" MATER TYPICAL WALL FRAMING AND ANCHORAGE PER CONSTRUCTION SPECS 2-#5 CONT. I 1 SLAB ON GRADE, /�;�� • i SEE PLAN 00 8"x20" w/(2)#5 CONT. BEARING AT INTERIOR SCALE: 3/4" = 1'-0" 1#4 CONTINUOUS, PROVIDE CORNER CORNER BARS 3' EA. `.SIDE OF RECESS. (TYPICAL) 6" L� MAX 15'/2" TYPICAL WALL FRAMING AND ANCHORAGE PER CONSTRUCTION SPECS. GARAGE CURB DETAIL z SLAB ON GRADE, 7 SEE PLAN. X � 1!` d 0'0 BRICK VENEER, N SEE ARCH. N ,,--� '" % ALT. FOOTING AT ��� • BUILDERS DISCRETION. / ==1 -------- #3 @ 48" O. C. OR 1 I ROD CHAIRS (TYP.) 00 �� �� • / 16' w/(2)#5 CONT. 6"x8" EXTENSION FOR BRICK LEDGE ADD 1-#5 CONT. BRICK LEDGE DETAIL 7 MONOLITHIC EDGE: FOOTING SCALE: 3/4" = 1'-0" PIT DIMENSIONS AS V 2x6 ELEVATOR REQUIRED 13Y ELEVATOR SHAFT WALL. 2-#4 CONT. AROUND MANUFACTURER PERIMETER. #3 Z DOWELS pp CH DOOR 3/4" SEE ARCH. RECESS NG DER 12"x12" IAL DETAIL: B IAL /-1#5 CONT. SLAB ON GRADE, SEE PLAN. 1 #5 CONT. THICKENED EDGE W/ 1-#5 CONT. DETAIL: A THICKENED SLAB SCALE: 3/4" = 1'-0" SLAB ON GRADE, SEE PLAN. STEP, SEE - - ARCH. EQUAL TO SLAB THICKNESS. 5B @ SLAB RECESS WALL FRAMING STEP, SEE ARCH. PLAN. BRICK VENEER IS ACCEPTABLE THOUT INCREASE OF OOTING SI ZE. AB ON ADE, f* E PLAN. 3 8"x16" 1 -STORY, w/(2)#5 C T. 8"x20" 2 -STORY, w/(2)#5 C NT. 5 MONO. FOOTING AT STEP-DOWN S1.01 SCALE: 3/4" = 1'-0" EXISTING WALL TO BE REMOVED IN -FILL w/ CONC. OR 1.5 PCF EXPANDED POLYSTYRENE FILL. (MIN COMPRESSIVE STRENGTH 20 PSI) INSULGRADE II AS MANUFACTURED BY TYPICAL WALL FRAMING CARLISLE COMPANY AND ANCHORAGE PER (OR EQUAL) CONSTRUCTION SPECS. 2-#5 CONT. EXISTING SLAB SLAB ON ON GRADE z. GRADE, / SEE PLAN. /_ 1 oo. pl� EXISTING SLAB ON GRADE IN w/ CONC. OR 1.5 PCF EXPANDED POLYSTYRENE FILL. (MIN ±8"x16" COMPRESSIVE STRENGTH 20 PSI) BREAK EXISTING SLAB AND SET INSULGRADE II AS MANUFACTURED w/(2)#5 CONT. NEW FOOTING ON COMPACTED BY CARLISLE COMPANY (OR EQUAL) FILL. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. © 12 O.C. (TYP) DEPTH OF PIT AS REQUIRED BY ELEVATOR SLAB ON MANUFACTURER GRADE, 8 MIN. SEE PLAN. • • • • • • • EXISTING SLAB ON GRADE BEARING AT INTERIOR SCALE: 3/4" = 1'-0" IN -FILL w/ CONC. OR 1.5 PCF EXPANDED POLYSTYRENE FILL (MIN COMPRESSIVE STRENGTI- 20 PSI) INSULGRADE II AE MANUFACTURED BY CARLISLE COMPANY (OR EQUAL; BREAK EXISTING SLAB AND SET IX, -�����` ti 0 #5 VERTICAL WALL /�� JREINFORCING. SEE PLAN. w FILL. SOIL COMPACTION AND FILL T- a_ a FILL. SOIL COMPACTION AND FILL FC SHALL BE COMPACTED TO A MIN. J m DEEP CONCRETE 0 OF 95% MODIFIED PROCTOR IN SLAB ON GRADE, OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. SEE PLAN. w/ #4Q 12" O.C. ACCORDANCE WITH. ASTM D 1557. GRADE OR CONC. ELEVATOR VERTICAL STEMWALL REINFORCING SLAB, SEE PLAN. BEARING AT INTERIOR (SEE SCHEDULE) w/ 6" HOOK INTO \\ z FOOTING. MATCH #5 VERTICAL \' WALL REINFORCING LOCATIONS. 0�i: i CONT. CONCRETE FOOTING ` 10"x24" w/(3)#5 CONT. STEM WALL AND FOOTING SCALE: 3/4" = 1'-0" #2 CLOSED TIES AT EACH COURSE (8" O.C. VERTICALLY) #2 CLOSED TIES AT I • • EACH COURSE (8" O.C. VERTICALLY) CMU PILASTER 12"x12" -4-#5 CMU PILASTER 16"x16" -4-#5 MASONRY PIER i o (4)#5 DOWEL BARS EMBEDDED 9" INTO BRICK PAVERS FOOTING. SEE DOWEL BY OTHERS BAR DETAIL ABOVE 45 DOWEL 11 I z BAR DETAIL CONCRETE FOOTING ___` ' I 0 SEE PLAN z 3" MIN. 6 CMU PIER FOOTING ;1-n1 I SCALE: 3/4" = 1'-0" #5 VERTICAL WALL REINFORCING. SEE PLAN. SLAB ON L GRADE, =- SEE PLAN. ��II_I( CD z LTJ J Q N STEP, SEE LARCH M 3" MIN STEM WALL STEP SCALE: N.T.S. r SLAB ON GRADE - SEE PLAN STEMWALL & FOOTING, SEE 1 /S1.0 3/4" DEEP SAWCUT SLAB ON GRADE w/ ELASTOMERIC SEALANT \,, -SEE PLAN NOTES: 1) PROVIDE SAWCUTS TO CREATE MAT APPROXIMATE 12' X 12' MAX. SQ. WIDTH, 2) SAWCUT CONC. SLAB WITHIN 4 TO 12 HOURS OF CONC. PLACEMENT. PAVI SAWCUT DETAIL BY BUIL SCALE: 3/4" = 1'-0" MATER TYPICAL WALL FRAMING AND ANCHORAGE PER CONSTRUCTION SPECS 2-#5 CONT. I 1 SLAB ON GRADE, /�;�� • i SEE PLAN 00 8"x20" w/(2)#5 CONT. BEARING AT INTERIOR SCALE: 3/4" = 1'-0" 1#4 CONTINUOUS, PROVIDE CORNER CORNER BARS 3' EA. `.SIDE OF RECESS. (TYPICAL) 6" L� MAX 15'/2" TYPICAL WALL FRAMING AND ANCHORAGE PER CONSTRUCTION SPECS. GARAGE CURB DETAIL z SLAB ON GRADE, 7 SEE PLAN. X � 1!` d 0'0 BRICK VENEER, N SEE ARCH. N ,,--� '" % ALT. FOOTING AT ��� • BUILDERS DISCRETION. / ==1 -------- #3 @ 48" O. C. OR 1 I ROD CHAIRS (TYP.) 00 �� �� • / 16' w/(2)#5 CONT. 6"x8" EXTENSION FOR BRICK LEDGE ADD 1-#5 CONT. BRICK LEDGE DETAIL 7 MONOLITHIC EDGE: FOOTING SCALE: 3/4" = 1'-0" PIT DIMENSIONS AS V 2x6 ELEVATOR REQUIRED 13Y ELEVATOR SHAFT WALL. 2-#4 CONT. AROUND MANUFACTURER PERIMETER. #3 Z DOWELS pp CH DOOR 3/4" SEE ARCH. RECESS NG DER 12"x12" IAL DETAIL: B IAL /-1#5 CONT. SLAB ON GRADE, SEE PLAN. 1 #5 CONT. THICKENED EDGE W/ 1-#5 CONT. DETAIL: A THICKENED SLAB SCALE: 3/4" = 1'-0" SLAB ON GRADE, SEE PLAN. STEP, SEE - - ARCH. EQUAL TO SLAB THICKNESS. 5B @ SLAB RECESS WALL FRAMING STEP, SEE ARCH. PLAN. BRICK VENEER IS ACCEPTABLE THOUT INCREASE OF OOTING SI ZE. AB ON ADE, f* E PLAN. 3 8"x16" 1 -STORY, w/(2)#5 C T. 8"x20" 2 -STORY, w/(2)#5 C NT. 5 MONO. FOOTING AT STEP-DOWN S1.01 SCALE: 3/4" = 1'-0" EXISTING WALL TO BE REMOVED IN -FILL w/ CONC. OR 1.5 PCF EXPANDED POLYSTYRENE FILL. (MIN COMPRESSIVE STRENGTH 20 PSI) INSULGRADE II AS MANUFACTURED BY TYPICAL WALL FRAMING CARLISLE COMPANY AND ANCHORAGE PER (OR EQUAL) CONSTRUCTION SPECS. 2-#5 CONT. EXISTING SLAB SLAB ON ON GRADE z. GRADE, / SEE PLAN. /_ 1 oo. pl� EXISTING SLAB ON GRADE IN w/ CONC. OR 1.5 PCF EXPANDED POLYSTYRENE FILL. (MIN ±8"x16" COMPRESSIVE STRENGTH 20 PSI) BREAK EXISTING SLAB AND SET INSULGRADE II AS MANUFACTURED w/(2)#5 CONT. NEW FOOTING ON COMPACTED BY CARLISLE COMPANY (OR EQUAL) FILL. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. © 12 O.C. (TYP) DEPTH OF PIT AS REQUIRED BY ELEVATOR SLAB ON MANUFACTURER GRADE, 8 MIN. SEE PLAN. • • • • • • • EXISTING SLAB ON GRADE BEARING AT INTERIOR SCALE: 3/4" = 1'-0" IN -FILL w/ CONC. OR 1.5 PCF EXPANDED POLYSTYRENE FILL (MIN COMPRESSIVE STRENGTI- 20 PSI) INSULGRADE II AE MANUFACTURED BY CARLISLE COMPANY (OR EQUAL; BREAK EXISTING SLAB AND SET IX, -�����` ti BREAK EXISTING SLAB AND SET NEW FOOTING ON COMPACTED NEW FOOTING ON COMPACTED /�� --;`/i�\ 2 w FILL. SOIL COMPACTION AND FILL U 12" FILL. SOIL COMPACTION AND FILL FC SHALL BE COMPACTED TO A MIN. m DEEP CONCRETE SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN FOOTING. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. w/ #4Q 12" O.C. ACCORDANCE WITH. ASTM D 1557. 11 ELEVATOR PIT DETAIL E.W. TOP &BOT. BEARING AT INTERIOR Q 12 SCALE: 3/4" = 1'-0" EXISTING NEW 4" CONCR E SLAB w/ FIBERMESH @ 1.5 LBS/CU.YD. OF CONCR TE OR 6x6 W1.4xW1.4 WWF ON 6 IL VAPOR BARRIER IN PREPAR D GRADE. _ SLAB ON 4 GRADE, SEE PLAN. EXISTING FOOTI Y\TO REMAIN 1 9 NEW SLAB TO EXISTING FOOOTI S1.01 SCALE: 3/4"=1'-0" 16" WIDE x 6" DEEP PAD FOOTING w/2—#4 CENTERED TO SUPPORT BOTTOM OF STAIR GRADE til -1 �I�III -- _I F 2x6 P.T. SYP #2 KICK -PLATE. FASTEN TO FOOTING w/ '/4"Ox 21/2" TAPCON ANCHORS AT 8" O.C. OFFICE COPY AND ADJ. TO EA. STRINGER. .D DOWN PER PLAN 14 STAIR LANDING FOOTING �-O CONCRETE STAND-OFF PAD TO SLAB ON MATCH ARCHITECTURAL COLUMN WOOD 'POST GRADE, DIMS. FOR BOX COL, w/#3 /PER AN. SEE PLAN. HAIRPINS AT EA. CORNER & #3 TYPIC ANCHORAGE CLOSED TIE AT TOP PER C NST. SPECS. EXISTING T/PAD = HOUSE PAVERS BY SLAB ON FINISH FLOOR OTHERS GRADE =1T 1= TT T fT-T-f I I I I Jl1. l CONCRETE FOOTING (SEE PLAN) 15 PAD AT BOX COLUMNS 1.01 SCALE: 3/,"=1'-O" 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO & ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. FOUNDATION DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME DIAZ RESIDENCE DESIGN/DRAWN/CHECKED JMD MJK /LAP DATE 11/06/18 SCALE AS NOTED LPA No. COAS-18-00443 CONTROL No. SHEET 51.01 SHEET 3 of 14 J LL W U 2 w U �i gy= m � t! U N mQ D � Q FOUNDATION DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME DIAZ RESIDENCE DESIGN/DRAWN/CHECKED JMD MJK /LAP DATE 11/06/18 SCALE AS NOTED LPA No. COAS-18-00443 CONTROL No. SHEET 51.01 SHEET 3 of 14 A FIRST LEVEL WALL FRAMING PLAN SCALE: 1/4" = 1'-0" FRAMING NOTES: 1. FOR TYPICAL WALL FRAMING, SEE DETAIL 2/S2.0 2. FOR TYPICAL MASONRY WALL FRAMING SEE DETAIL 1/S2.1 3. ALL BUILT-UP POST, HEADERS & BEAMS SHALL BE FASTENED PER 6/S2.0 4. T.O.W DENOTES TOP OF WALL AT WOOD PLATE 2x12 CMU ILASTER SEE /S2.5 'S2.2 FOR BEAM (TYPICAL) LEGEND V.zL 21 11 INTERIOR BEARING WALL. - -- ESIGNATES SHEARWALL. THE HIDDEN - INE DESIGNATES SIDE OF WALL THE � � HEARWALL SHEATHING TO BE APPLIED. SW'i N d @ j DESIGNATES 8d COMMONS 8d®3"/6' O.C. EDGE & 6" O.C. "IN THE IELD" ESIGNATES THE NUMBER OF PLY'S OF (2)2x8-1/2 EADER, HEADER SIZE, & JACK/KING ITUDS NEEDED FOR HEADER OPENING. ---- I EAM OR TRUSS, SEE PLAN ANO OR LEGEND Lou Pontigo and Associates. Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 X THR 07 DIAMETER FULL HEIGHT DED ROD, SEE DETAIL 2/S2.5 eg6e,6 SCHEDULE THIS SHEET FOR STUD SIZES AND SPAC CEA PROVIDE STUDS 3ELOW TO MATCH BEAM/GIRDER . e CI, 0% w X5" X5 `J THR 307 DIAMETER FULL HEIGHT _ NO• s • o 3. WHERE FRA DED ROD, SEE DETAIL 2/S2.5 PLIES (BEAMS, ADER, AND STUDS) FASTEN PLIES TOGETHER PER ETAIL 6/S2.0 307 DIAMETER THREADED ROD ® TER PLA NATES AT FIRST FLOOR TOP SEE DETAIL L~f1 5. AT PORCHES, 2/S2.5 AND HOLD DOW S " 307 DIAMETER THREADED ROD TER INATES AT FIRST �r�„ FLOOR TOP u1fill 10% ��Vv!! ���- PLA SEE DETAIL 2/S2.5 WALL SFUD SCHEDULE Luis A. Pontigo, PE F L P E# 5 3 3 1 1 LOCATION P ATE STUD SIZE H GHT & SPACING REVISIONS DATE GENERAL 01.22.1X EXTERIOR X X 2x4 SPF#2 0 16" O.C. EXTERIOR - 2x6 SPF#2 ® 16" D.C. 2x4 SPF#2 0 12" O.C. ON EXTERIOR 11"TO 2x6 SPF#2 ® 16" O.C. INTERIOR 1X2x4 JA SPF#2 ® 16" O.C. INTERIOR 10" 2x6 SPF#2 @ 16" D.C.X 2x4 SPF#2 0 12" O.C. SWO NOTE& 1.) WALL STUDS SIFIED ON PLAN SUPERSEDE THIS TABLE FIELD ALTERATION 2.) MINIMUM STUD E ZE AND SPACING ARE SHOWN. CONTRACTOR MAY 11 CREASE STUD SIZE TO MEET CONTRACTOR SHALL CONTACT LOU ARCHITECTURAL REC AREMENTS. 3.) SPF DENOTES ! PRUCE PINE FIR.. SYP DENOTES SOUTHERN PONT GO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD YELLOW PINE. MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL 4.) USE SYP#2 FOALL TOP PLATES AND SOLE PLATES. CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO 5.) FASTEN BOTTO PLATE OF INTERIOR LOAD BEARING WALLS BEING APPROVED BY LOU PONTIGO & TO CONCRETE SLAB w/16d MASONRY CUT NAILS ® 16" O.C. ASSOCIATES MAY RESULT IN MINIMUM. SEE 2/S2 FOR ADDITIONAL ANCHORS AT ADDITIONAL ENGINEERING OR INSPECTION FEES. SHEARWALLS GEINERAL NOTES I 1. SEE DETAIL 2 S2.4 FOR WALL FRAMING DETAIL. SEE WALL STUD SCHEDULE THIS SHEET FOR STUD SIZES AND SPAC NG. AT GIRDERS AND BEAMS, PROVIDE STUDS 3ELOW TO MATCH BEAM/GIRDER PLIES. w 2. SEE SHEET S .0 FOR ROOF AND FLOOR SHEATHING SPE FICATIONS. 3. WHERE FRA G MEMBERS CONSIST OF MULTIPLE PLIES (BEAMS, ADER, AND STUDS) FASTEN PLIES TOGETHER PER ETAIL 6/S2.0 4. INSTALL SOL PLATE ANCHORS PER DETAIL 2/S2.4 L~f1 5. AT PORCHES, SEE DETAIL 5/S2.3 FOR FRAMING AND HOLD DOW S FFICE COPY PEVISION BPRe-S&0390 DA a- SIG ED MASONRY NOTES: 1. MASONRY WALLS SHALL BE REINFORCE WI 1-#5 VERTICAL 48" O.C., AT CORNERS, JAMBS, AND W L INTERSECTIONS. SEE 2/S2.1 FOR ADDITIONAL REINFORCEME T AT JAMBS OVER 4'- 4" 2. GROUT ALL CELLS CONTAINING VERTICAL RVINFORCEMENT AND ALL CELLS BELOW GRADE. SEE SO.0 FOR ROUTING NOTES. 3. WALL COURSING SHALL BE RUNNING BOND, STACK BOND SHALL NOT BE USED 4. AT WALL CORNERS AND INTERSECTIONS,WuALL COURSING SHALL INTERLOCK, EVERY OTHER COARSE. �� 5. SEE SO.0 FOR MASONRY BLOCK AND GROITING SPECIFICATIONS IST LEVEL WALL F 11 RAMING PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. ___rPLAN NAME DIAZ RESIDENCE DESIGN/DRAW N/CHECKED JMD / MJK /LAP DATE 11/06/18 SCALE AS NOTED LPA No. COAS-18-00443 CONTROL No. SHEET S1.1 SHEET 4 of 15 7 J LL W U I w 0 u~iQ Vi=m LIJ L~f1 U CD IIIII-I- IST LEVEL WALL F 11 RAMING PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. ___rPLAN NAME DIAZ RESIDENCE DESIGN/DRAW N/CHECKED JMD / MJK /LAP DATE 11/06/18 SCALE AS NOTED LPA No. COAS-18-00443 CONTROL No. SHEET S1.1 SHEET 4 of 15 SCAB 2x6 SYP#2 FLOOR JOSIT TO EXISTING 2x6 FLOOR JOISTS w/ 2—ROWS 10d @ 6" O.C. STAGGERED. SCAB 2x8 SYP#2 FLOOR JOSIT TO EXISTING 2x8 FLOOR JOISTS w/ 2—ROWS 10d @ 6" O.C. STAGGERED. ADD (2)2x8 SYP#2 DECK JOISTS @ 12" O.C. SCAB 2x8 SYP#2 FLOOR JOSIT TO EXISTING 2x6 FLOOR JOISTS w/ 2—ROWS 10d @ 6" O.C. STAGGERED HUC212— LGUM210-3—SDS _ I LGUM210-3—SDS _ HANGER FUR OUT HANGER FUR OUT' BEAM w/ PLYWOOD.._ '—= �--:_�_. BEAM w/ PLYWOOD _ AS NEEDEDAS NEEDED a — I I REMOVE AND REPLACE I � - !�_ JI E X I S TI N G (2) 2 x 8 BEAM ! - w/ (2)16" LVL 2x12 SYP#2 LEDGER. FASTEN W/ (5)10d & (5)Y4"Ox5" LAG SCREWS @ 24" O.C. (INTO TRUSS VERTICALS) (2)2x12 'LUS21 • LUS26-2AN GER (TYP) HANGER — • HANGER FUR OUT PLYWOODBEAM w -- • — - AS NEEDED HANGER FUR OUT BEAM wl PLYWOOD 11GUS41 AS NEEDED --'r _ � � II I ■ _ I�u I I ►Ilii I _ II■ I■III I .. ®I►Iu I / I►I� ®. - l�il .. � !�!I► ;; I I � III �I III � � III I/I) ( / IIII I � .—. II...�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII —T III I � III �i■�� � I III I ���II► it � I��,I I III I � I�il 11�u■ ! ■iu I I � � ! I I II n _ j II! III�111■�II i�f� I/I! I ; � � � II II I II I i � , oil II 111■■IIS II 1.11 i, dl I��lI!/I,II I!I�lI ! .I .11lI .I I LU ■�1 ---- U !I I d ��I� ��t �ill�l����1 ����� ���■I ����■� ��� �I �i �A� �� I■ __ ii■I i ■i����u a ui��ii■lu■ � � ■u ii a i., ., ,fli ! i LUS2 i■ _ _ _ IIS_ - - '� IIII11111111111111111111111111111111111111111111 I� •STRUCTURAL FASCIA SEE. HANGER (TYP) J"L -1 to: _ I a Iy 1� �- • sills -- • • 1: -_.=---BEAM PLYWOOD---.,,!! AS NEEDED1 WATER—PROOFING Al C AlllllI�IIII11111111111111111111111111111111111111ll11111111l ro. C111i BY BUILDER 2xl 2 SYP#2LEDGER.I_O.C. (INTO TRUSS VERTICALS)JIL 24 •FASTEN BEAM TO PIER PER 11/S2.1 FLOOR AND LOW ROOF FRAMING PLAN SCALE: N.T.S. NOTE: 1. FASTEN ROOF TRUSS TO TOP PLATE w/ 2-12d TOENAILS AND UPLIFT CONNECTOR, SEE PLAN. y 2x10 SYP#2 DECK JOISTS @ 16" O.C. I NOTE: 1. WATER PROOFING IS THE RESPONSIBILITY OF THE BUILDER 2. SLOPE DECK 1/4" PER 1'-0" 3. A= 0.75 MAX FASTEN E PER 11/E 2x12 SYP#2 LEDGER. FASTEN W/ (2)1/2 "x6" TITEN HD @ 24" O.C. HUC212- 5 52.3 REPLACE HIP TRUSS w/ 2x10 SYP#2 RAFTER RAFTER TADS PER 3/S2.0 (TYP) SYMBOLS LEEND CONDITIONS H2.5T DESIGNATES UP IF CONNECTION. FRAMING PLAN NOTES: 1. FOR TYPICAL ROOF SHEATHING C SHEET SO.0. FIELD MAY 2. FOR SPECIFIC UPLIFT CONNEC RS, SEE PLAN. MIN. (1)H2.5T CONNECTOR. IN WRITING 3. FOR GENERAL DESIGN SPECIFIC TIONS SEE SHEET S0.0. 4. FOR TRUSS UPLIFTS UP TO 2 0 LBS., CONTRACTOR MAY FASTEN TRUSS TO THE UNDATION w/ QGT w/QT PER MANUFACTURERS ECIFICATIONS. 5. WHEN USING (2)H2.5T CLIPS V/2" WIDE LUMBER, PLACE CLIPS DIAGONALLY AC SS DOUBLE TOP PLATE FROM EACH OTHER. PERSONNEL DURING CONSTRUCTION. SAFETY OF THE STRUCTURE AND PE SONNEL DURING CONSTRUCTION ARE THE SOLE RESPONSIBILITY OF THE CONTR CTOR. _. FLOOR AND LOW ROOF FRAMING PLAN SCALE: N.T.S. NOTE: 1. FASTEN ROOF TRUSS TO TOP PLATE w/ 2-12d TOENAILS AND UPLIFT CONNECTOR, SEE PLAN. y 2x10 SYP#2 DECK JOISTS @ 16" O.C. I NOTE: 1. WATER PROOFING IS THE RESPONSIBILITY OF THE BUILDER 2. SLOPE DECK 1/4" PER 1'-0" 3. A= 0.75 MAX FASTEN E PER 11/E 2x12 SYP#2 LEDGER. FASTEN W/ (2)1/2 "x6" TITEN HD @ 24" O.C. HUC212- 5 52.3 REPLACE HIP TRUSS w/ 2x10 SYP#2 RAFTER RAFTER TADS PER 3/S2.0 (TYP) SYMBOLS LEEND CONDITIONS H2.5T DESIGNATES UP IF CONNECTION. FRAMING PLAN NOTES: 1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET SO.0. FIELD MAY 2. FOR SPECIFIC UPLIFT CONNEC RS, SEE PLAN. MIN. (1)H2.5T CONNECTOR. IN WRITING 3. FOR GENERAL DESIGN SPECIFIC TIONS SEE SHEET S0.0. 4. FOR TRUSS UPLIFTS UP TO 2 0 LBS., CONTRACTOR MAY FASTEN TRUSS TO THE UNDATION w/ QGT w/QT PER MANUFACTURERS ECIFICATIONS. 5. WHEN USING (2)H2.5T CLIPS V/2" WIDE LUMBER, PLACE CLIPS DIAGONALLY AC SS DOUBLE TOP PLATE FROM EACH OTHER. PERSONNEL OFFICE COPY RE ISDN DATE/ SIGNED rP INFORMATION SHOWN ON THESE DRAWINGS REGARDING EXISTIN CONDITIONS HAVE BEEN OBTAINED BASED ON AVAILABLE SOURCES AT THE TIME OF DESIGN INCLUDING ASSUMPTIONS BASED ON EXPERIENCE WITH IMILAR STRUCTURES. THE ACTUAL AS—BUILT CONDITION FOUND IN T FIELD MAY VARY FROM INFORMATION INDICATED IN THESE DRAWINGS. CO TRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND NOTIFY ENGINEE IN WRITING BEFORE BEGINNING NEW CONSTRUCTION OF ANY INTERFERENCE AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN THESE DRAWINGS ND/OR ACTUAL FIELD CONDITIONS. CONTRACTOR SHALL REPAIR/REP CE ANY DAMAGED EXISTING STRUCTURAL MEMBERS DISCOVERED DURIN CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL TEMP RARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH EMS OR OTHER MEASURES NECESSARY TO PROTECT THE STRUCTURE AND AN PERSONNEL DURING CONSTRUCTION. SAFETY OF THE STRUCTURE AND PE SONNEL DURING CONSTRUCTION ARE THE SOLE RESPONSIBILITY OF THE CONTR CTOR. Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 nnu�rr A Po i ♦ r �I CES,' • s * No, �� o . _ sr A L ENS Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE 0 GENERAL 01.22.1 REVISO FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO & ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. 2ND LEVEL WALL FRAMING PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME DIAZ RESIDENCE DESIGN/DRAWN/CHECKED JMD MJK LAP DATE 11/06/18 SCALE AS NOTED LPA No. COAS-18-00443 CONTROL No. SHEET S1.3 ` SHEET 6 of 15 J LL W U 2 z U e w p = m Vi �. CD Q Q C) J Q 2ND LEVEL WALL FRAMING PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME DIAZ RESIDENCE DESIGN/DRAWN/CHECKED JMD MJK LAP DATE 11/06/18 SCALE AS NOTED LPA No. COAS-18-00443 CONTROL No. SHEET S1.3 ` SHEET 6 of 15 TRUSS / ROOF RAFTER NOTES: STRAPPING NOTES 1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING --- I -- i I� WITH 2-12d TOENAILS & 1—SIMPSON H2.5T UPLIFT ! — - SIMPSON —— - 1—SIMPSON RAFTER TAILS PER __ STRAP UNLESS OTHERWISE NOTED ' —xr-- - LGT3—SD LGT3—SDS2.5 F 3/S2.0 (TYP) & 2—HTS16 T03 -Ir -ir -Ir -Ir; STRUCTURAL cam` =c� co c ICQC CD CD co co co co QDco N N N N N N N N N FASCIA SEES I, =:I N N N N N' , I STRUCTUR FASCIA S 4/S,' 1 F'tK //JL.J l I Tl II TRUSS w/ 2x10 _. 2x6 OVERFRAME RAFTERS - SYP#2 RAFTER0-1 - @ 24" O.C. w/ OVERFRAME j LEDGER SEE 5/S2.2. 1 2x4 COLLAR TIE CENTER RAFTER TAILS PER S2.2 BENEATH ^RIDGE FASTEN L,J CD I 2 I ROOF FRAMING PLAN SCALE: N.T.S. NOTE: 1. FASTEN ROOF TRUSS TO TOP PLATE w/ 2-12d TOENAILS AND UPLIFT CONNECTOR, SEE PLAN. OUTLOOKER H3 © 32" 0. C. L L H2.5T DESIG NEW 2x— SPF#2 STUD SCABBED TO EXISTING PER 1/S0.1 NEW SYP#2 DOUBLE TOP PLATE RETROFIT BALLOON FRAME WALL DETAIL S1.4 SCALE: 3/4" = 1'-0" z SHEATHING �I SPLICE FLATWISE 2x4 BLOCKING SYMBO LEGEND H2.5T DESIG TES UPLIFT CONNECTION. FRAMING PLAN NOTES: 1. FOR TYPICAL ROOF S EATHING AND FRAMING, SEE SHEET SO.0. Ski 2. FOR SPECIFIC UPLIFT ONNECTORS, SEE PLAN. MIN. (1)H2.5T CONNECTOR. 3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET S0.0. 4. FOR TRUSS UPLIFTS TO 2200 LBS., CONTRACTOR MAY FASTEN TRUSS THE FOUNDATION w/ QGT w/QT PER MANUFAC RER'S SPECIFICATIONS. 5. WHEN USING (2)H2.5 CLIPS ON 11/2" WIDE LUMBER, PLACE CLIPS DIAGON LY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. SET TRUSS TO INSIDE FACE OF WALL & FRAME OUT—LOOKER PER 8/S2.2 H3 @ 32" 0. C. NEW 2x— SPF#2 STUD SCABBED TO EXISTING PER 1/S0.1 DETAIL A EW ROOF SHEATHING ER SPECS NEW PRE—ENGINEERED TRUSS BY OTHERS OFFICE COPY n�-aUk-Iale�-, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SO CA# 3579 III III 1111„,,////'I P, PONT � .•��GENSF'' Q =� No. 5 * _T STAT OF ... Nil A\_ Lu is A. Pontigo, P E FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO & ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF T1 --E ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. ROOF FRAMING PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSIC N IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE EO.R PLAN NAME DIAZ RESIDENCE DESIGN/DRAWN/CHECKED MID / MJK /LAP DATE 11/06/18 SCALE AS NOTED LPA No. CDAS-18-00443 CONTROL No. SHEET SIA SHEET 7 of 14 J LL W UT. Ski z gy=LU � i1 U O Q C) J Q ROOF FRAMING PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSIC N IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE EO.R PLAN NAME DIAZ RESIDENCE DESIGN/DRAWN/CHECKED MID / MJK /LAP DATE 11/06/18 SCALE AS NOTED LPA No. CDAS-18-00443 CONTROL No. SHEET SIA SHEET 7 of 14 5B I I S1.01 PROVIDE SAW CUTS PER 2/S1.01, BUILDER TO COORDINATE WITH FINISH QI FLOOR MATERIAL. �I I I I SAWCUT CURB I x I 7 CURB IL,z— 1— — -- ---1=n 6x6 P,T. SYP#2 POST _W/ABU66. SEE DETAIL 5/S2.3. (TYPICAL) I I PROVIDE (2)INTERMEDIATEcli I JACK STUDS. yII i N I I i o0 ] I N NI �I �. STRAP HEADER TO C14 i JACKA w/ MSTA24 I j00 X I i x N N X �. ii I -,X X I x N (2)2x6 SPF#2 (2)2x6 SPF#2 POST. GIRDER TRUSS ABOVE POST; — — — — — -- — — — — — —7- X MASONRY' LINTEL X5 SEE 1 /S2.5A X 8"x18" L — — L — —1 MASONRY WALL FOUNDATION PLAN SCALE: 1/4"=1'-0" 4' -0"x4' -0"x12" THICK CONC. FOOTING w/#5 @ 12" O.C. EA. WAY TOP & BOT. (2—PLACES) 2x8 SYP#2 LEDGER. FASTEN W/ (3, (3)Y4"06" LAG SCREWS © 1 k HUC28-2 H (TYP @ RETURN E FLOOR FRAMINC SCALE: '/,"=1'-0" FASTEN WOOD WALL TO MASONRY 5 PER 7/S2.1 8"x18" MASONRY WALL S2.5 FIRST LEVEL WALL FRAMING PLAN SCALE: 1/4"=1'-0" 2x6 SYP#2 FLOOR JOISTS @ 16" BY BUILDER 2x6 OVERFRAME R @ 24" O.C. w/ OVEI LEDGER SEE ROOF FRAMING SCALE: '/a"=1'-0" NOTE: 1. FASTEN ROOF TRUSS TO TOP UPLIFT CONNECTOR, SEE PLAN. ((2)2x6-1/21 SECOND LEVEL WALL FRAMING PLAN SCALE: 1/4"=1'-0" ACE HIP S w/ 2x10 2 RAFTER TER TAILS 3/S2.0 SYMBOLS LEGEND E/1z1�1' 11 INTERIOR BEARING WALL. SIGNATES SHEARWALL. THE HIDDEN NE DESIGNATES SIDE OF WALL THE EARWALL SHEATHING TO BE APPLIED. SW NAILING• @ j DESIGNATES 8d COMMONS 8d03"/6" O.C. EDGE & 6" O.C. "IN THE ELD" ESIGNATES THE NUMBER OF PLY'S OF (2)2x8-1/2 EADER, HEADER SIZE, & JACK/KING TUDS NEEDED FOR HEADER OPENING. EAM OR TRUSS, SEE PLAN ANC OR LEGEND X%" 07 DIAMETER FULL HEIGHT X5THRE DED ROD, SEE DETAIL 2/S2.5 X5%" 07 DIAMETER FULL HEIGHT ����JJJJ THRE DED ROD, SEE DETAIL 2/S2.5 0%" 07 DIAMETER THREADED ROD TERM RTES AT FIRST FLOOR TOP PLAT SEE DETAIL 2/S2.5 " 07 DIAMETER THREADED ROD (95 TER ATES AT FIRST FLOOR TOP PLA SEE DETAIL 2/S2.5 WALL S UD SCHEDULE LOCATION P TE STUD SIZE HE HT & SPACING EXTERIOR 9 1" 2x4 SPF#2 0 16" O.C. x EXTERIOR U —1 2x6 SPF#2 ® 16" O.C. or X 2x4 SPF#2 ® 12" O.C. EXTERIOR 10 1 TO 2x6 SPF#2 ® 16" O.C. 14' 0" INTERIOR 1 x 2x4 SPF#2 ® 16" O.C. INTERIOR 1 0" 2x6 SPF#2 ® 16" O.C. Q X 2x4 SPF#2 ® 12" O.C. S7UQ NO 1.) WALL STUDS SP CIFIED ON PLAN SUPERSEDE THIS TABLE 2.) MINIMUM STUD SI E AND SPACING ARE SHOWN. CONTRACTOR MAY IN'REASE STUD SIZE TO MEET ARCHITECTURAL REQ1 IREMENTS. 3.) SPF DENOTES S RUCE PINE FIR.. SYP DENOTES SOUTHERN YELLOW PINE. 4.) USE SYP#2 FOR 'ALL TOP PLATES AND SOLE PLATES. 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS TO CONCRETE SLAB V /16d MASONRY CUT NAILS ® 16" O.C. MINIMUM. SEE 2/S2., FOR ADDITIONAL ANCHORS AT SHEARWALLS GERAL NOTES 1. SEE DETAIL 2 2.4 FOR WALL FRAMING DETAIL. SEE WALL STUD CHEDULE THIS SHEET FOR STUD SIZES AND SPAC G. AT GIRDERS AND BEAMS, PROVIDE STUDS ELOW TO MATCH BEAM/GIRDER PLIES. 2. SEE SHEET SW FOR ROOF AND FLOOR SHE SPEC (CATIONS. 3. WHERE FRAMIt G MEMBERS CONSIST OF MULTIPLE PLIES (BEAMS, H ADER, AND STUDS) FASTEN PLIES TOGETHER PER TAIL 6/S2.0 4. INSTALL SOLEPLATE ANCHORS PER DETAIL 2/S2.4 5. AT PORCHES, EE DETAIL 5/S2.3 FOR FRAMING AND HOLD DOWN S / ROOF RAFTER NOTES: STRAPPING NOTS STRAP TRUSSES AND ROOF RAFTERS TO BEARIN WITH 2-12d TOENAILS & 1—SIMPSON H2.5T UPLI T STRAP UNLESS OTHERWISE NOTED 'LACE HIP J SS w/ 2x10 '#2 RAFTER OFFICE COPY Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 J ,. GENS No. 53311 �* ATE OF ,'•oO.x, �� OR0P D; AIV� �`` Luis A. Ponti3o, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO & ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. GARAGE PLAN DO LSCALEDIMENSIONS FROM THESS. IFA DIMENSION IS REFER TO THE AAL DRAWINGS OR T THE EO.R PLAN NAME DIAZ RESIDENCE DESIGN/DRAW N/CHECKED JMD / MJK /LAP DATE 11/06/18 SCALE AS NOTED LPA No. COAS-18-00443 CONTROL No. SHEET S1.5 SHEET 8 of 14 J LL W U 2 z �=m �u~1 U o N rn � D � Q GARAGE PLAN DO LSCALEDIMENSIONS FROM THESS. IFA DIMENSION IS REFER TO THE AAL DRAWINGS OR T THE EO.R PLAN NAME DIAZ RESIDENCE DESIGN/DRAW N/CHECKED JMD / MJK /LAP DATE 11/06/18 SCALE AS NOTED LPA No. COAS-18-00443 CONTROL No. SHEET S1.5 SHEET 8 of 14 INTERIOR BEARING WALL: - SEE PLAN FOR STUD SIZE AND O.C. SPACING. CONTINUOUS BLOCKING WITHIN FLOOR SYSTEM WHERE POST IS ABOVE. 1. USE SPF#2 OR BETTER FOR ALL WALL STUDS.. 2. USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. 3. USE SYP#2 FOR ALL TOP HEADERS 4. ALL WALLS SHALL BE BALLOON FRAMED FULL HEIGHT TO ROOF OR FLOOR BEARING ELEVATION, U.O.N. ON PLAN. 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS TO CONCRETE SLAB w/16d MASONRY CUT NAILS @ 16" O.C. MINIMUM. SEE FOUNDATION PLAN ADDITIONAL ANCHORS AT SHEARWALLS ROOF SHEATHING, SEE SPECIFICATIONS = - - - - - - - SEE 1/S2.2 I I I L----- -J SYP#2 DBL. TOP PLATE BLOCKING AT ALL SHEATHING JOINTS: 2x4 FLAT WISE. FASTEN EACH END WITH 2-10d TOENAILS. ONLY REQUIRED AT SHEATHING JOINTS FOR EXTERIOR WALLS AND SHEARWALLS FLOOR SHEATHING, SEE SPECIFICATIONS 16d COMMONS @ 16" O.C. I I -� r---------- -I-------. I I I I I SEE 8&9/S2.1 INTERIOR BEARING WALL: SEE SCHEDULE FOR STUD SIZE AND O.C. SPACING. SEE DETAILS ON S1.01 WOOD WALL: SEE 2/S2.0 FOR SPECF. TYPICAL STUD NAILING: 0.131x3" END NAILS: (2) @ 2x4, (3) @ 2x6, (4) @ 2x8. 6"MAX. 6"MAX. FASTEN ROOF TRUSS w/ UPLIFT CONN. LONG ENOUGH TO ENGAGE STUDS. IF HIGH SIDE OF WALL IS A SHEARWALL_ FASTEN (2)MSTA36 AT INSIDE FACE OF SHEARWALL OR BEND AROUND ENDS AT NON-SHEARWALL. 16d COMMONS @ 8" ON -CENTER SYP#2 DBL. TOP PLATE FULL HEIGHT ANCHORING SYSTEM, PER PLAN ---- --------------- ----------- ---------- ---------- IF HIGH SIDE OF WALL IS A SHEARWALL, INSTALL DBL. 2x BLOCKING IN FIRST (2) iSTUDS SPACES JACK AND KING STUDS,_ PER HEADER (SCHEDULE SPF#21 SOLE PLATE TYPICAL HEADER NAILING: 0.131X3" TOE NAILS 2X6, 2x8 = (5) NAILS 2x10, 2x12 = (7) NAILS 9" LVL, 11" LVL = (7) NAILS 14" LVL, 16" LVL = (9) NAILS DROPPED HEAD WINDOW SILL SEE SCHEDULE 5/SO.2 FOR SILL SIZE AND CONNECTION EACH END ROUGH OPENING, PER PLAN SILL PLATES SYP#2 HEADER, PER PLANS TYPICAL TOP PLATE NAILING: FASTEN ALL TOP PLATES TOGETHER w/ (3) ROWS OF .131x3 @ 12" O.C. STAGGARD. 4'-0" MIN. WALL SHEATHING AT TWO STORY CONDITIONS, PROVID SOLID BLOCI WITHIN FLOOR SYSTEM AT ALL UPPR LEVEL POS - JACK STUDS BUILDER MAY CHOOSE EITHER THE ROPPED HEADER CONDITION OR RAISED HEA ER CONDITION TYPICAL SOLE PLATE NAILING: 0.131x3" TOE NAILS: (3) @ 2x4, (4) @ 2x6, (5) @ 2x8. ---------------------------- -- --- ----------- --------------- -- -- r•:. -------------- ----------- CONTINUOUS II RIM BOARD I i i ti a -JI 4 a a a - a a. " 1USE SPF#2 OR BETTER FOR ALL WALLS. a , -a -a a 1 -ROWS ° OF a1 0d SOLE PLATE ANCHORS STEMWALL/CMU WALLJ PROVIDE SOLID 2. ALL WALLS SHALL BE BALLOON FRAMED FULL HEIGHT TO COMMONS@ 4i PER 8/S2.1 BLOCKING BELOW ROOF OR FLOOR BEARING ELEVATION, U.O.N. ON PLAN. 3" O.C. JACK STUDS CMU WALL: SEE 1 /S2.1 FOR SPECF. -- - --, I I I I I I I I I I I I I I I I I I II L- - - - - - - - - - - - - J L - - - - - - - - - - - - J MULTI -STORY TYP. WALL SECTIONS SCALE: 3/4" = 1'-0" BOUNDARY OF SHEATHING EXAMPLE OF PANEL EDGE w/ BLOCKING WHERE REQUIRED BY GENERAL NOTES -----_, NAIL SPACING AT SUPPORTED EDGES, GENERAL NOTES EXAMPLE OF UNSUPPORTED (UNBLOCKED) PANEL EDGE (TYPICAL) NAILING TO INTERMEDIATE SUPPORT IS 6"o.c MAX. (UON) RATED SHEATHING, SEE GENERAL NOTES SHEATHING NAILING DETAIL SCALE: 3/4" = 1'-0" STUDS, ROOF TRUSSES, OR FLOOR JOISTS "�? TY'PIC'Al WALL FRAMING S2.0 SCALE: 3/4" = 1'-0" SCAB 3x6 P.T. SYP N0.2 EXPOSED RAFTER TAIL TO / EACH ROOF TRUSS. i 2x4 P'T ' T. SYP N o.2 �\BLOCKING/CLOSURE FASTEN o,, w/ 3-12d 1 1 -OE NAILS. RIP \ • DOWN TO REQUIRED DEPTH PRE-ENGINEERED- WOOD RE-ENGINEERED WOOD ROOF TRUSSES. \\ 12d COMMON � WIRE NAILS @ 4" 0. C. \ . STAGGERED \ TYPICAL UPLIFTS CONNECTOR, SEE PLAN FOR SPECS. SEE ARCH DOUBLE TOP PLATE RAFTER TAIL DETAIL �-O SCALE: 3/4" 1'/z » j (3) ROWS 12d AT 12" O.C. EA. SIDE. ° N 2 -PLY 2x4 MEMBERS: (1) ROW OF 1 Od NAILS @ 4" O.C. (4) ROWS 12d �- AT 12 O.C. ° 2x6 MEMBERS: EA. SIDE. ° (2) ROW OF 1 O NAILS @ 4" O.C. 7 3 -PLY STAGGERED 2x4 OR 2x6 POST LESS THAN 14" BEAM 2 � (3) ROW OF 10d (3)ROWS OF 63/a" (3)ROWS OF 5" TRUSSLOK TRUS'SLOK NAILS @ 8" O.C. ° ° STAGGERED ENGINEERED WOOD ENGINEERED WOOD -N FASTENERS @ 24 o.c FAS ENERS @ 24 o.c N AS SHOWN AS SHOWN ° ° 4 -PLY 3 -PLY ° ° 14" LVL AND GREATER NOTES: 1, TYP. CONNECTION AT STUD COLUMNS, JACK -TO -KING ASSEMBLIES, CORNER POST, ETC. 2x8 POST 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY IN ADDITION TO (2) PLYS BUILT - UP MEMBER FASTENING SCALE: 3/4" ROOF QWFATWINIC SEE SPE CONTRACTOR MAY USE AY4" TIMBERSTRAND RIM BOAR AS AN ALTERNATE TO TH OSB BLOCKING PANEL. FASTEN TO FRAMING ALL AROUND w/8 -12d TOENAI S. STUD BELOW I Il I LOWER TOP PLATE AT BREAK OVER LAP DOUBLE TOP PLATES ORTHOGONAL VIEW OF CORNER O O ��4-10d J__j_ COMMONS WALL INTERSECTION CONDITIONS CORNER WALL INTERSECTION CONDITIONS CONDITIONS NOTES: 1, OVERLAP TOP PLATES AT CORNERS AND INTERSECTIONS 2. DENOTES 3"x0.131" GUN NAILS @ 6" O.C. VERTICAL 3. O DENOTES FULL HEIGHT ANCHOR, SEE PLAN 4. DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE 5. CONTRACTOR MAY CHOOSE EITHER OPTION WHERE MULTIPLE OPTIONS ARE SHOWN FRAMED WALL CORNER AND INTERSECTIONS STUDS CONFIGURATIONS SCALE: 3/4" = 1'-0" OFFICE \\SPF#2 ALL AROUND. FASTEN 7/1s" OSB PANEL � �1­12.5T (TYP) `� TO TRUSSES AND TOP PLATE FASTEN PERIMETER WITH WITH 12d COMMONS @ 4" O.C. 8d COMS @ 4" O.C. 4 SITE BUILT BLOCKING DETAIL AT EXTERIOR FRAME WALL S2.0 SCALE: 3/4" LOCATE FULL HEIGHT ANCHOR ON SIDE OF 2x4 BLOCKING CORNER WHERE UPPER @24" O.C. FASTEN TOP PLATE OVER LAPS EACH END X61, TOENAILS STUD BELOW I Il I LOWER TOP PLATE AT BREAK OVER LAP DOUBLE TOP PLATES ORTHOGONAL VIEW OF CORNER O O ��4-10d J__j_ COMMONS WALL INTERSECTION CONDITIONS CORNER WALL INTERSECTION CONDITIONS CONDITIONS NOTES: 1, OVERLAP TOP PLATES AT CORNERS AND INTERSECTIONS 2. DENOTES 3"x0.131" GUN NAILS @ 6" O.C. VERTICAL 3. O DENOTES FULL HEIGHT ANCHOR, SEE PLAN 4. DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE 5. CONTRACTOR MAY CHOOSE EITHER OPTION WHERE MULTIPLE OPTIONS ARE SHOWN FRAMED WALL CORNER AND INTERSECTIONS STUDS CONFIGURATIONS SCALE: 3/4" = 1'-0" OFFICE CMU/CONC. BOND BEAM AT TOP OF W, 8" CMU WALL AS PER PL0 8x8 PRE—CAST LINTEL, SEE ,I Ic-n i rnn nX A 1 1 INTEL IG WALL ELEVATION 8x16 BOND BEAM w/1—#5 TOP + BOTTOM. HOOK VERTICAL WALL REINF. AT —TOP OF WALL INTO CONC. TIE BEAM OR CMU BOND BEAM. IF WALL TERMINATES AT STAB FOR OPENING OVER 4'-4" TO 9'-4" WIDE, PROVIDE 2—#5 VERTICAL EACH SIDE OF OPENING. �•Fa FOR OPENING TO 4'-4" WIDE, PROVIDE 1—#5 VERTICAL EACH SIDE OF OPENING. TYPICAL WALLv OPENIING, TYPICAL WALL REINF. SEE SCHED. ON SEE PLAN REINF. SEE PLAN. SCHED. ON PLAN. PLAN VIEW AT TYPICAL WINDOW/DOOR OPENING �2 1 CMU JAMB REINFORCING HOOK REINF. INTO SLAB. ' C �� f z z vi Q Q w CO w FILL ALL CELLS SOLID a w —' 0 a_ WITH GROUT THAT w JOINT REINF. AT 16"o.c wwc~nU Qwzw J(n0w U (n DWLS. TO MATCH VERTICAL REINF. (TYP. U.N.O.) /CLEAN OUT HOLE AS REQUIRED WALL FOOTING SEE PLAN REQUIRE VERTICAL U o REINFORCING AND ALL J Q CELLS BELOW GRADE. Q ' .WASHER o �z @ 3" O.C. 0 w Q gy=m Lij o� 71 71 � Y4" GAP TO CMU U) ow Q Cn N Y2"x15" ANCHOR BOLT WITH w co W 0 o P.T. PLATE. Fzz OR "1 Q 1/2 "0 THREADED ROD O ryO - 8x16 CONTINUOUS EMBEDMENT "' _ BOND BEAM w/2— AT HORIZONTAL 24" O.C. w/ 2x2xY8" 0 - PLATE WASHER. #4 DOWEL @ 24" SOLE PLATE 0 Z ANCHOR DETAIL INTO FOUNDATION. F- 8 SOLE PLATE ANCHOR DETAIL S2.1 SCALE: 3/4" = 1'-0" 0 Of c� I— vi Qwzw O 1cnOn J I U (n 8x8 PRE—CAST LINTEL, SEE ,I Ic-n i rnn nX A 1 1 INTEL IG WALL ELEVATION 8x16 BOND BEAM w/1—#5 TOP + BOTTOM. HOOK VERTICAL WALL REINF. AT —TOP OF WALL INTO CONC. TIE BEAM OR CMU BOND BEAM. IF WALL TERMINATES AT STAB FOR OPENING OVER 4'-4" TO 9'-4" WIDE, PROVIDE 2—#5 VERTICAL EACH SIDE OF OPENING. �•Fa FOR OPENING TO 4'-4" WIDE, PROVIDE 1—#5 VERTICAL EACH SIDE OF OPENING. TYPICAL WALLv OPENIING, TYPICAL WALL REINF. SEE SCHED. ON SEE PLAN REINF. SEE PLAN. SCHED. ON PLAN. PLAN VIEW AT TYPICAL WINDOW/DOOR OPENING �2 1 CMU JAMB REINFORCING HOOK REINF. INTO SLAB. ' C �� f z z vi Q Q w CO w FILL ALL CELLS SOLID a w —' 0 a_ WITH GROUT THAT w JOINT REINF. AT 16"o.c wwc~nU Qwzw J(n0w U (n DWLS. TO MATCH VERTICAL REINF. (TYP. U.N.O.) /CLEAN OUT HOLE AS REQUIRED WALL FOOTING SEE PLAN REQUIRE VERTICAL U o REINFORCING AND ALL LL Q CELLS BELOW GRADE. 8d COMMONS ' .WASHER _]E @ 3" O.C. gy=m -17 71 71 RED Y4" GAP TO CMU Qo RUSS, O n U °- w N Y2"x15" ANCHOR BOLT WITH w co W 0 o P.T. PLATE. Z OR "1 Q PLAN SECTION HIGH HT. GROUTING NOTES: WALL SECTION 1. MAXIMUM GROUT POUR HEIGHT SHALL BE 12'-0". LOW HT. GROUTING NOTES: 2. IF HIGH LIFT GROUTING IS USED, REINF. 1. USE 5'-0" GROUT POUR HEIGHT FOR SHALL BE FULL HEIGHT AND A CLEANOUT BAR SIZES #3 THRU #5. HOLE IS REQ'D AT CELLS WITH REBAR. 2. USE 5'-0" GROUT POUR HEIGHT FOR 3. GROUT SHALL BE PLACED IN 5' LIFTS BAR SIZES #7 AND ABOVE. TO PREVENT BLOWOUTS. 3. SEE SPECIFICATIONS AND STRUCTURAL 4. SEE SPECIFICATIONS AND STRUCTURAL NOTES FOR GROUT TYPE AND GROUTED NOTES FOR GROUT TYPE AND GROUTED CELL SIZE. CELL SIZE. 1 TYPICAL WALL REINFORCEMENT SCALE: N.T.S 16d COMMONS @ 8" ON CENTER CONTINUOUS RIBBON BOARD (TYPICAL) 2x8 P.T. PLATE SEE DETAIL 8/S2.1 FOR ANCHOR BOLT 8d @ 3" O.C. #4 DOWEL @ 24" O.C. WITH 9" HOOK INTO BOND BEAM ENGINEERED FLOOR TRUSS, SEE PLAN FLOOR SHEATHING 8x16 CONTINUOUS BOND BEAM w/2—#5 HORIZONTAL FLOOR JOIST PERPENDICULAR TO WALL FLOOR TRUSSES AT CMU WALL. 1 SCALE: 3/4" = 1'-0" 16d COMMONS @ 8" ON CENTER ?� SCALE: 3/4" = 1'-0" 25" LAP MIN. 3—#5 VERT. 8x12 CMU 1--#5 VERTICAL EACH NER, INTERSECTION, PACING INDICATED PLAN OR SCHED. 8" CMU WALL. JRIZONTAL TIE BEAM ORCING (ONLY ONE SHOWN FOR CLARITY). Q TYPICAL HORZONTAUCORNER SPLICE SCALE: 3/4" = 1'-0" 8" CMU WALL. FASTEN 2x8 P.T. SYP#2 WINDOW/DOOR BUCK TO 8" CMU w/ '/4"Ox23/4" TAPCONS @ 24"o.c INSTALL 3 MIN. EACH SIDE. 2x8 P.T. SYP#2 WINDOW/DOOR BUCK STRUCTURAL WINDOW/DOOR BUCK SEE 1/S2.1 FOR INFORMATION NOT SHOWN. 2x4 SYP#2 DIA. & HORIZ. BRACING @ 24" O.C. BETWEEN OUTER WALL & FIRST INTERIOR TRUSS. TOE NAIL EACH END w/4 -12d NAILS (TYP) FLOOR SHEATHING 0000 ----------- -- -= o000 2x8 P.T. PLATE SEE DETAIL 8/S2.1 FOR—\ ANCHOR BOLT ' 0 0 -- o000 8d @ 3 O.C.------/// ENGINEERED FLOOR TRUSS, 8x16 CONTINUOUS ' SEE PLAN BOND BEAM w/2—#5 I #4 DOWEL @ 24" HORIZONTAL O.C. WITH 9" HOOK INTO BOND BEAM FLOOR JOIST PARALLEL TO WALL SEE �I N SHEATHING, 8" BeFOR H. ,I LB -0 16" CMU LINTEL TOP PLATE TO LINTEL V2 "0 THREADED ROD DRILLED & EPDXIED w/ 8" EMBEDMENT OR Y2"x12" ANCHOR BOLT WITH 2" 90° HOOK. AT 24" O.C. w/ 2x2xY8" PLATE WASHER. 0 N TYPICAL CMU LINTEL 2x8 P.T. PLATE. (TYPICAL) #3 HAIRPIN @ 16" O.C. REQUIRED ONLY WHEN SPAN IS GREATER THAN 5'-4" LB -1 24" CMU LI N TEL TOP LINTEL BLOCK OPEN BOTTOM LINTEL BLOCK, w/2—#5 TOP CONT. BOTTOM LINTEL BLOCK PRE—CAST LINTEL BLOCK, w/2—#5 CONT. SCALE: 3/4" = 1'-0" NOTES: 1. USE THESE LINTEL DETAILS U.O.N. ON PLANS. 2. FOR OPENING LOCATIONS, SEE ARCH. PLANS. 3. PROVIDE 8" BEARING EACH SIDE OF OPENING. 4. GROUT LINTEL SOLID. 5. BOTTOM SHALL BE A SOLID PRECAST LINTEL, STUD WALL FRAMING SEE PLAN ,--CMU WALL 2x_ P.T. STUD FASTEN TO CMU WALL W/ V, "x3" TAPCONS @ 16" O.C. FRAME WALL TO CMU WALL DETAIL SCALE: 3/4" = 1'-0" FASTEN SHEAT TO BLOC PANEL PER I NA I I I JIYI L V BLOCKING AT FLOOR TRUSS OSB BLOCKING SCALE: 3/4" H TSI ILLI IIND, �" 1 /S2.3 (TYP) 7/16 OSB PANEL " -k PERIMETER WITH @ 4" O.C. TRUSS BLOCKING AT FLAT TRUSS Bf 8x16 BOND STD. 90` HOOK--\ %BEAM (TYP) w E Q x16 BOND .AM (TYP) FLOOR LL 2x2xY8" SHEAT ING 8d COMMONS ' .WASHER _]E @ 3" O.C. gy=m -17 ENGINE RED Y4" GAP TO CMU FLOOR RUSS, O SEE PL N Y2"x15" ANCHOR BOLT WITH 2" 90° HOOK.2x8 o P.T. PLATE. F OR 1 \#5 VERTICAL TO TOP OF BOND BEAM STEP. 5MASONRY WALL STEP S2.1 SCALE: 3/4" = 1'-0" SHEAR WALLS — 24" O.C. EXTERIOR WALLS — 48" O.C. ANCHOR BOLTS SHALL BE 3" MIN AND 12" MAX FROM CORNERS AND PLATE BREAKS 16d COMMONS @ 8" ON CENTER CONTINUOUS RIBBON BOARD (TYPICAL) FLOOR LL 2x2xY8" SHEAT ING 8d COMMONS ' .WASHER @ 3" O.C. gy=m ENGINE RED Y4" GAP TO CMU FLOOR RUSS, O SEE PL N Y2"x15" ANCHOR BOLT WITH 2" 90° HOOK.2x8 o P.T. PLATE. F OR 1/2 "0 THREADED ROD Q DRILLED & EPDXIED w/ 12" - 8x16 CONTINUOUS EMBEDMENT "' _ BOND BEAM w/2— AT HORIZONTAL 24" O.C. w/ 2x2xY8" 0 - PLATE WASHER. #4 DOWEL @ 24" SOLE PLATE O.C. WITH 9" HOOK ANCHOR DETAIL INTO FOUNDATION. 8 SOLE PLATE ANCHOR DETAIL S2.1 SCALE: 3/4" = 1'-0" CONTRACTOR MAY USE A 1Y4" TIMBERSTRAND RIM BOARD AS AN ALTERNATE TO THE OSB BLOCKING PANEL. FASTEN TO FRAMING ALL AROUND W/8 -12d TOENAILS. SPF#2 ALL AROUND. FASTEN TO TRUSSES AND TOP PLATE WITH 12d COMMONS @ 4" O.C. TSM16 212 P.T. PLATE EDGE 2x12 T. PLATE MSTAM24 STRAP 412" C U PIER 6x6 P.T. --FITSM16 SYP#2 W/ ABU66 6x6 P.T. SYP#2 w/ BEAM, ABU66 SEE PLAN MSTAMID STRAPS EACH OF BEAM 11 BEAM TO PIER CONNECTION S2.1 SCALE: 3/4" FICE COPY 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 P.0 NTS o' No. 5 - ST OF Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. TYPICAL CMU DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMEI�ION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE EO.R PLAN NAME DIAZ RESIDENCE DESIGN/DRAWN/CHECKED JMD MJK /LAP DATE 11/06/18 SCALE AS NOTED LPA No. COAS-18-00443 CONTROL No. SHEET 52.1 SHEET 10oF 14 LL w U 2 z gy=m � i1 U O � QmQ o F Q TYPICAL CMU DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMEI�ION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE EO.R PLAN NAME DIAZ RESIDENCE DESIGN/DRAWN/CHECKED JMD MJK /LAP DATE 11/06/18 SCALE AS NOTED LPA No. COAS-18-00443 CONTROL No. SHEET 52.1 SHEET 10oF 14 ROOF SHEATHING, SEE SPECIFICATIONS BELOW. PRE-ENGINEERED WOOD ROOF TRUSSES. UPLIFT E CONNECTOR, SEE PLAN 'i FULL HEIGHT ANCHOR I TYPICAL CONNECTION HEEL < 5" TYPICAL ROOF TRUSS CONNECTION 2x SPF BLOCKING RIPPED TO FIT WITH GAP SHOWN 52.2 Jl /ALL: IV. I.J 2x4 OUTLOOKER 6„ w DBL. TOP MAX NOTCH HEADER PLATE BELOW TOP PLATE ooh PORCH 8 -GUN NAILS -I HEADER, ° 01 SEE PLAN. FULL HEIGHT 8d ANCHOR OR HOLD a_ DOWN AT BASE OF MIN. (2)2x4 WOOD POST BELOW. & (1) ADJ. OPTION A TO PORCH HEADER. LSTA12 FOLDED DOUBLE TOP PLATE OVER TOP PLATE CONTINUOUS OVER w/5 -10d NAILS 6" HEADER INTO TOP PLATE & MAX 5-10d NAILS INTO 1 BEAM. SPACE 00 @ 24" O.C. 0. O O 8 -GUN 00 AND BOT NAILS FRAMING 2 MSTA48 OR CS16 TRAP � m BALLOON FOR PERPENDICULAR MIN. (2)2x4 WOOD OPTION B BELOW. & (1) ADJ. 11 — TO PORCH HEADER. TYPICAL PORCH BEAM CONNECTION �.2SCALE: 3/4" 1'-0" SECOND STORY TOP PLATE ELEV. SHEATHING MAY TERMINATE AT TOP OF DBL. TOP PLATE. 5" < HEEL < 1'-0" FOR RAISED HEADERS, STRAP THE TOP PLATE TO HEADER WITH LSTA12 @ 32" O.C. IN LIEU OF THE H2.5A STRAPS TOP PLATE TO STUD H2.5A@ 32" ON—CENTER JIUU IU LUVVLN rNAMIINU: MSTA24 OR CS16 STRAP @ 32" ON -CENTER (2)MSTA24 OR (2)CS16 STRAPEACH OFLSEGMENT 2ND FLOOR ELEV. MSTA24 STRAP EACH SIDE OF HEADER FRAMING 2 MSTA24 OR CS16 STRAPS SIMPSON H3 TOP & BOT. OF CRIPPLE STUD @ 32" O.C. WOOD BEAM -j CONVENTIONAL WALL UPLIFT STRAPPING TO BEAM SCALE: 3/4" = V-0" EXTEND SHEATHING VERT. TO TOP OF TRUSS AS SHOWN. PROVIDE 2x4 BLOCKING AT HORIZONTAL JOINTS. HEEL 1'-0" WALL SHEATHING SEE DFTAII R ARnVF CONTINUOUS 2x6 SYP#2 LEDGER FASTEN WITHJ 5-0.131x3" EA. STUD. PARALLEL TRUSS DETAIL A WALL AD). TO ROOF CONNECTION SCALE: 3/4 = I —U UPLIFT STRAP ROOF /- FRAMING 16d @ 8" O.C. 2x4 SYP#2 HORIZ. BRACING @ 24" O.C. BETWEEN OUTER WALL - & FIRST INTERIOR TRUSS. NAIL EACH END W/ 3-0.131x3" NAILS - (TYP) ENGINEERED FLOOR TRUSS, SEE PLAN, 2x4 SYP#2 DIAGONAL FASTEN EA. END W/3 -10d COMMONS CEILING ENGINEERED FLOOR LINE TRUSS, SEE PLAN. WALL FRAMING FLOOR TRUSS PARALLEL 2 FLOOR TRUSS AT WALL FRAMING S2.2j SCALE: 3/4" = V-0" WALL SHEATHING 8d COMMON WIRE N TO BLOCKING @ 3" TOP PLATE TO STUD H2.5T @ 32" ON—CENTER SECOND STORY TOP PLATE FLFV_ ra STUD MST c� C/) zw � N 0 2x4 BLOCKING BETWEEN EA. TRUSS. ATTACH AT EACH WALL STUD w/ 3-16 NAILS AT EA. FRAMING INTERSECTION. (MIN. OF 6-16d BETWEEN EACH TRUSS) PERPENDICULAR TRUSS DETAIL B ROOF FRAMING UPLIFT CONNECTOR \ - 2x4 OUTLOOKER J w STUD WALL FRAMING AT 24" O.C. I F=— Q 2x4 BLOCKING BETWEEN �W/ 2x SOLID BLOCKING 2ND FLOOR ELEV. w -- AT SHEATHING EDGE 8d COMMON WIRE NAILS a_ OUTLOOKER TO BLOCKING @ 3" O.C. PLACE G I I ROOF TO THE I ROOF TRUSS SIDE OF HEADER KING STUD TO LOWER 1 II 1 OR JOIST Q LJ AND BOT OM CHORDS TO FRAMING 2 MSTA48 OR CS16 TRAP � m BALLOON FOR PERPENDICULAR BETWEEN GABLE SND FIRST --,STUDS I 0- 11 — TRUSS CONNECTION SEE DFTAII R ARnVF CONTINUOUS 2x6 SYP#2 LEDGER FASTEN WITHJ 5-0.131x3" EA. STUD. PARALLEL TRUSS DETAIL A WALL AD). TO ROOF CONNECTION SCALE: 3/4 = I —U UPLIFT STRAP ROOF /- FRAMING 16d @ 8" O.C. 2x4 SYP#2 HORIZ. BRACING @ 24" O.C. BETWEEN OUTER WALL - & FIRST INTERIOR TRUSS. NAIL EACH END W/ 3-0.131x3" NAILS - (TYP) ENGINEERED FLOOR TRUSS, SEE PLAN, 2x4 SYP#2 DIAGONAL FASTEN EA. END W/3 -10d COMMONS CEILING ENGINEERED FLOOR LINE TRUSS, SEE PLAN. WALL FRAMING FLOOR TRUSS PARALLEL 2 FLOOR TRUSS AT WALL FRAMING S2.2j SCALE: 3/4" = V-0" WALL SHEATHING 8d COMMON WIRE N TO BLOCKING @ 3" TOP PLATE TO STUD H2.5T @ 32" ON—CENTER SECOND STORY TOP PLATE FLFV_ ra STUD MST c� C/) zw � N 0 2x4 BLOCKING BETWEEN EA. TRUSS. ATTACH AT EACH WALL STUD w/ 3-16 NAILS AT EA. FRAMING INTERSECTION. (MIN. OF 6-16d BETWEEN EACH TRUSS) PERPENDICULAR TRUSS DETAIL B ROOF FRAMING UPLIFT CONNECTOR \ - THREADED ROD/ SEE PLAN FOR SIZE AND SPACING JL U. U. CONVENTIONAL WALL UPLIFT STRAPPING TO WALL Et HEADER BELOW :(&ALL: 5/4 = "I —0 16d @ 8" O.C. CONT. RIBBON BOARD (TYP) FLOOR SHEATHING, I SEE SPECIFICATIONS Cnz 2x4 OUTLOOKER J w L: AT 24" O.C. I F=— Q 2x4 BLOCKING BETWEEN FASTEN OUTLOOKERS 2ND FLOOR ELEV. w M TA 4 ST AP EACH a_ OUTLOOKER NOTE AO PLACE G I (_ 0 ROOF TO THE I STUD SPACING, SEE H2.5T TOP & BOT. OF CRIPPLE STUD @ 32 0. C. SIDE OF HEADER KING STUD TO LOWER z p FRAMING PLAN OR A l�J EN TRUSS TOP Q LJ AND BOT OM CHORDS TO FRAMING 2 MSTA48 OR CS16 TRAP � m BALLOON FRAMED WALL BETWEEN GABLE SND FIRST --,STUDS I 0- 2-0.131X3" INTERIOR TRUSS FASTEN EACH NAILS AT EA. STUD. _j 1 ST FLOOR TOP PLATE ELEV.El TO LOWER FRAMING: UJ > N TRUSS, SEE PLAN. �/ o WALL FRAMING FLOOR TRUSS PERPENDICULAR 4 A48 OR CS16 STRAP @ 48" ON—CENTER H2.5T CRIPPLE TOP & BOT. OF STUD THREADED ROD/ SEE PLAN FOR SIZE AND SPACING JL U. U. CONVENTIONAL WALL UPLIFT STRAPPING TO WALL Et HEADER BELOW :(&ALL: 5/4 = "I —0 16d @ 8" O.C. CONT. RIBBON BOARD (TYP) FLOOR SHEATHING, I SEE SPECIFICATIONS Cnz 8d COMMON NAILS AT 3" O.C.(TYP) 2x12 OR (2)2x6 OR (2)2x4 SYP#2 LEDGER, FASTEN TO ROOF FRAMING BELOW ROOF SHEATHING W/ 4-12d NAILS AT EACH RAFTER. OVERFRAME RAFTERS, SEE PLAN Q I•.I I.I SIMPSON H3 W/ 10-8d COMMON NAILS FROM RAFTER TO LEDGER I' AND LEDGER TO ROOF MEMBER. THESE STRAPS 2x4 SPF#2 MAY BE OMITTED BLOCKING WHEN OVERFRAME ALT. TO BOTH H3 ABOVE RAFTER LENGTH PROVIDE MTS12 OR CS16 DIRECTLY LESS THAN 4'-0" ROOF MEMBER. BETWEEN OVERFRAMING RAFTER AND ROOF MEMBER. PROVIDE SOLID SPF#2 BLOCKING AT PANEL JOINTS ADJACENT TO TIE IN OF OVERFRAME RAFTERS TO TRUSS FRAMING. I WHENY 5 DECK LEDGER AT OVERFRAME RA TERS DOTED S2.2 USE THIS DETAIL TO FASTEN OVERFRAMED ROOFS, V LEYS, ETC. (4)10d TOE NAILS 2x4 OUTLOOKER J w (2 EA. SIDE) AT 24" O.C. I F=— Q 2x4 BLOCKING BETWEEN FASTEN OUTLOOKERS w TO INTERIOR TRUSS ---------_ � H2.5T @ EA. a_ OUTLOOKER NOTE AO PLACE G I (_ 0 ROOF TO THE I STUD SPACING, SEE SHEATHING BALLOON z p FRAMING PLAN OR A l�J EN TRUSS TOP Q LJ AND BOT OM CHORDS TO 2x4 BLOCKING AT 48" O.C. � m BALLOON FRAMED WALL BETWEEN GABLE SND FIRST --,STUDS I 0- 2-0.131X3" INTERIOR TRUSS FASTEN EACH NAILS AT EA. STUD. _j ENGINEERED FLOOR UJ > N TRUSS, SEE PLAN. �/ o WALL FRAMING FLOOR TRUSS PERPENDICULAR 8d COMMON NAILS AT 3" O.C.(TYP) 2x12 OR (2)2x6 OR (2)2x4 SYP#2 LEDGER, FASTEN TO ROOF FRAMING BELOW ROOF SHEATHING W/ 4-12d NAILS AT EACH RAFTER. OVERFRAME RAFTERS, SEE PLAN Q I•.I I.I SIMPSON H3 W/ 10-8d COMMON NAILS FROM RAFTER TO LEDGER I' AND LEDGER TO ROOF MEMBER. THESE STRAPS 2x4 SPF#2 MAY BE OMITTED BLOCKING WHEN OVERFRAME ALT. TO BOTH H3 ABOVE RAFTER LENGTH PROVIDE MTS12 OR CS16 DIRECTLY LESS THAN 4'-0" ROOF MEMBER. BETWEEN OVERFRAMING RAFTER AND ROOF MEMBER. PROVIDE SOLID SPF#2 BLOCKING AT PANEL JOINTS ADJACENT TO TIE IN OF OVERFRAME RAFTERS TO TRUSS FRAMING. I WHENY 5 DECK LEDGER AT OVERFRAME RA TERS DOTED S2.2 USE THIS DETAIL TO FASTEN OVERFRAMED ROOFS, V LEYS, ETC. (4)10d TOE NAILS 2x4 OUTLOOKER J (2 EA. SIDE) AT 24" O.C. W U 2x4 BLOCKING BETWEEN FASTEN OUTLOOKERS EACH OUTLOOKER TO INTERIOR TRUSS � H2.5T @ EA. w/ (5)12d TOENAILS. OUTLOOKER NOTE AO PLACE G BLE END TRUSS T. FACE OF ROOF TO THE I STUD SPACING, SEE SHEATHING BALLOON FRAMED WALL FRAMING PLAN OR A AND FAS EN TRUSS TOP 6CHEDULE. AND BOT OM CHORDS TO 2x4 BLOCKING AT 48" O.C. BALLOON FRAMED WALL BETWEEN GABLE SND FIRST --,STUDS w 2-0.131X3" INTERIOR TRUSS FASTEN EACH NAILS AT EA. STUD. END w/(4) 10d TOENAILS. OFFICE COP BALLOON FRAMED WALL W/ 8 VAULTED GABLE TRUSS S2.2 SCALE: 3/4" = V-0" 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 P O � PGE NSF �, No. e5�1 -o S' OF '!!f`r/Illi/t l3tyt``$ Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO & ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS .MADE PRIOR TO BEING APPROVED BY LOU PONTnGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. WOOD FRAMING DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE AR iTECTURAL DRAWINGS OR COf (TACT THE E.O.R.N PLAN NAME DIAZ RESIDENCE DESIGN/DRAWN/CHECKED JMD MJK /LAP DATE 11/06/18 SCALE AS NOTED LPA No. COAS-18-00443 CONTROL No. SHEET S2.2 SHEET 11 of 14 J LL W U 761% z � = m z o � Q WOOD FRAMING DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE AR iTECTURAL DRAWINGS OR COf (TACT THE E.O.R.N PLAN NAME DIAZ RESIDENCE DESIGN/DRAWN/CHECKED JMD MJK /LAP DATE 11/06/18 SCALE AS NOTED LPA No. COAS-18-00443 CONTROL No. SHEET S2.2 SHEET 11 of 14 THREADED ROD PER PLAN EXISTING WALL EXISTING FLOOR FRAMING FRAMING TO REMAIN __ NEW CEILING FRAMING BY BUILDER J W Q z � INSTALL NEW LAYER OF WALL SHEATHING OVER EXISTING PLANK SHEATHING PER SPECS ON SO.0 FASTEN w/ 12d 6" O.C. EDGE & FIELD. (AT SHEARWALLS FASTEN @ 3" O.C. EDGE & 6" O.C. FIELD) NEW 8x16 BOND BEAM w/ 1—#5 TOP & BOT. MAKE OPEN BOT. LINTEL BLOCKS FROM SPLITFACE UNITS HORIZONTAL JOINT REINFORCING @ 16" O.C. ALL REINFORCED CELLS SHALL BE FULLY GROUTED I EXISTING SLAB-- ON LAB ON GRADE it ---- __ -_ __ -.__ -_ . ALL REINFORCED CELLS { SHALL BE FULLY GROUTED EXISTING FOOTING Lia -- i° .l EXISTING WALL WITH NEW CMU WALL EXTENSION 0 BEAM CONTRACTOR VERIFY EXISTING 1—#5 T&B Z J � J FLOOR JOISTS OVER LAP NEW EXISTING FLOOR JOISTS PLAN FOR TYP. Cn AND FLOOR SHEATHING �i OTHER CONDITIONS EXIST X R W B L7 F QCn EXISTING 8" OR 12" CMU WALL, R ADD 1—#5 @ 48" O.C. IN j %l GROUT FILLED CELL IN—FILL w/ CONC. OR 1.5 PCF —P FRAMING PER 2/S2.4 EXISTING H EXPANDED POLYSTYRENE FILL. WALL TO BE R = _ (MIN COMPRESSIVE STRENGTH REMOVED R F~ 20 PSI) INSULGRADE II AS DRILL 6" AND EPDXY 1—#5x30" MANUFACTURED BY CARLISLE CUT BLOCK FACE 1- LONG DOWEL @ 48" O.C. COMPANY (OR EQUAL) a TO INSTALL DOWEL NEW 4" CONC. q Q SLAB ° ° N I EXISTING SLAB-- ON LAB ON GRADE it ---- __ -_ __ -.__ -_ . ALL REINFORCED CELLS { SHALL BE FULLY GROUTED EXISTING FOOTING Lia -- i° .l EXISTING WALL WITH NEW CMU WALL EXTENSION EXISTING WALL WITH NEW CMU WALL EXTENSION !4 ROOF SHEATHING PER CONSTRUCTION SPECS. ROOF TRUSSES OR JOIST. 2x4 BLOCKING A EVERY OTHER TRUSS SPACE. UPLIFT CONNECTOR SEE PLAN 1-YPICAL P.T. PLATE 2x8 P.T. SYP#2 )w/ '/2"0 x10" A.B.. OR '/2 "0 THREADED ROD DRILLED &- EPDXIED w/ 8" EMBEDMENT AT 24" O.C. w/ 2x2xY8" PLATE WASHER. 8x16 BOND BEAM CONTRACTOR VERIFY EXISTING 1—#5 T&B CONT. FLOOR JOISTS OVER LAP NEW EXISTING FLOOR JOISTS PLAN FOR TYP. WALL FRAMING. CONTACT E.O.R. IF AND FLOOR SHEATHING �i OTHER CONDITIONS EXIST R P B L7 F QCn R D j %l NEW 2x4 WALL R —P FRAMING PER 2/S2.4 EXISTING H E' WALL TO BE R = _ REMOVED R F~ EXISTING WALL WITH NEW CMU WALL EXTENSION !4 ROOF SHEATHING PER CONSTRUCTION SPECS. ROOF TRUSSES OR JOIST. 2x4 BLOCKING A EVERY OTHER TRUSS SPACE. UPLIFT CONNECTOR SEE PLAN 1-YPICAL P.T. PLATE 2x8 P.T. SYP#2 )w/ '/2"0 x10" A.B.. OR '/2 "0 THREADED ROD DRILLED &- EPDXIED w/ 8" EMBEDMENT AT 24" O.C. w/ 2x2xY8" PLATE WASHER. 8x16 BOND BEAM w/ 1—#5 T&B CONT. TYP. CMU WALL, SEE PLAN FOR TYP. WALL REINF. TYPICAL ROOF CONNECTION SCALE: 3/4" = 1 "-0" OVERLAP SIDEWALL TOP PLATE H2.5T TOP & BOTTOM @ 32" O.C. ALWAYS PLACE 2x4 WOOD BLOCKING 2x SPF BLOCKING a_ RIPPED TO FIT —\ WITH GAP SHOWN NON—STRUCTURAL,: SOFFIT SEE ARCH. SHEATHING VERTICALLY TO :.:GSHEATHING MAY STOP OF TRUSS AS SHOWN. ° I TERMINATE AT PROVIDE 2x4 BLOCKING AT TOP OF DBL. TOP HORIZ. JOINTS. PLATE. TRUSSES WITH HEEL < 1'-0" HEEL > 1'-0" MIN. (3)2x12 HEADER SHEATH BOTH (2)MS1A24 (U.O.N.) ON PLAN. SIDES OF WALL II �� EXTEND HEADER TO II2x6 SPF ?l FAR SIDE OF WALL DETAIL A 2 II ( ) # AS SHOWN. P 4'-0"x4'-0" PIECE OF WALL SHEATING INSTALL AT UPPER (3)2x6 ;; CORNER 1" BELOW GARAGE HEADER JACKS II ON EXTERIOR STUD (TRIMED AS AND (1) _ _ SHOWN NOTE: SHEATING IS ON EA. KING. II SIDE OF WALL FASTEN SHEATING TO HEADER w/ 8d COMMON OR GALV. BOX NAILS IN 3" GRID PATTERN AS SHOWN AND 3" O.0 IN ALL FRAMING (STUDS, BLOCKING & SILLS) TY'. A DOUBLE BLOCKING AT PANEL JOINT, NAILED TOGETHER w/ 3-16d SINKERS II II II - 5/,"0 THREADED ROD (OVER ADDITIONAL DOUBLE PLATE BETWEEN STUDS) DRILLED AND EPDXIED w/ 12' EMBEDMENT & 3x3x'/4" WASHER. II II GARAGE WING WALL ELEVATION NOTES 1. ALWAYS PLACE GARAGE HEADER AT TOP OF ROUGH OPENING. �_4 GARAGE WING WALL 2x4 BLOCKING. FASTEN EACH END w/31 -10d TOENAILS SCALE: N.T. S I 6-1Od COMMONS 2X4 T -BRACE. ONLY REQUIRED FOR BRACE LENGTHS > 8'-0". FASTEN w/10d COMMONS @ 6" ON -CENTER ROOF TRUSS 2X6 ANGLE BRACE 2x6 SYP#2 NAILER FASTENED TO TOP PLATE w/ 10d @ 3" O.0 STUD WALL, SEE PLAN, CONT. SHEATHING TO BOT. OF OSB BLOCKING FLOOR TRUSS. NAIL TO EA. FLOOR PANEL BETWEEN TRUSSES PER TRUSS w/2—ROWS OF 8d COMMON I DETAIL 4E/S2.3. NAILS @ 4" O.C. I I CS16 STRAPS @ 32" O.C. I FASTEN TO RIBBON BOARD & I BLOCKING w/ 2-8d NAILS. CONT. 2x4 NAILED TO EACH j TRUSS w/2 -12d COMMON I NAILS 2x4 BLOCKING BOT, OF FLOOR TRUSS SIMPSON HTMS16 CMU WALL, ATTACH TO FLOOR TRUSS @ EACH FLOOR _ • SEE PLAN. w/2 -12d TOENAILS TRUSS 3 TRUSS OUTRIGGER SE ION 52.3 SCALE: N.T.S. \PORCH SHEATHING, SEE SPECIFICATIONS BELOW PORCH PARALLEL 2x6 SYP#2 BLOCKING BETWEEN c^ TRUSS. FASTEN TO TOP w/ 10d @ 4" O.C. TO WALL PORCH PERPENDICULAR TO WALL 24" 16 GUAGE STRAP w/11- 10dx1Y2" EA. ENE PORCH HEADER, SEE PLAN HEADER END HEADER & SUPPORT POST, PER PLAN. POST BASE: on 1 24 16 GUAGE 4x4 POST: ABU44 OW STRAP w/11— 6x6 POST: ABU66 10dx1Y2" EA. END PORCH. SLAB ITS16 — TRAPS MSTA24 %8" ROD STRAPS EPDXIED 6" MIN i I I I f _ (2)STA24 ST PS PLAN VIEW OF PLAN VIEW OF ELEVATION VIEW OF PORCH HEADER PORCH HEADER PORCH HEADER AT CORNER POST AT POST AT POST PORCH SHEATHING SPECIFICATIONS: '/2" GYPSUM (WATER PROOF) GREEN BOARD, w/ 5d COOLER NAILS @ 6" O.C. EDGE &ELD OR 3/8 " (OR GREATER) OSB OR PLYWOOD, w/ 8d COMMON NAILS @ 6" O.C. EDGE AND FIEL �1 TYPICAL PORCH FRAMING DETAILS (WOOD) � S2.3 4-12d TOE NAILS (TYP.) L2x4 SYP#2 OUTLOOKERS @ 24" O.C. H3 OR H2.5T HURRICANE CLIP @ EA. OUTLOOKER TO TRUSS. 12" LONG 2x4 BLOCKING WITH 6-10d NAILED INTO BOTTOM CHORD OF GABLE END TRUSS WALL SHEATHING UP WALL SHEATHING UP GABLE END TRUSS. I GABLE END TRUSS. I 2X4 #2 SYP BLOCK @ EACH GABLE BRACE. FASTEN EACH THREADED ROD TO EXTEND END W/ 3-10d TOENAILS OVER 2x4 BLOCKING AND GABLE TRUSS BOTTOM CHORD BLOCK TO DBL TOP PLT W/ 2—H2.5T FULL HEIGHT WALL ANCHOR AT GABLE TRUSS 0.131x3" TOE NAILS @ 8"O.C. I FROM BOT. CHORD OF TRUSS TO DBL. TOP PLATE A \ - - A ' I 2x4x6' SYP#2 LATERAL BRACE EA. LSTA12 @ 48" O.C. OR DBL TOP PLT X—BRACE w/ 2-16d INTO BOTTOM 8-10d I TO GABLE TRUSS BOTTOM CHORD W/ CHORD OF EA. TRUSS. COMMONS SDWC15600 @ 36" O.C. OMIT IF GABLE END BRACING SHEATHING OVERLAPS GABLE 12" MIN NOTES: , 1. SPACE GABLE END BRACING @ 4'-6" MAX. 2. ALL MATERIAL TO BE SYP#2 OFFICE COPY iAssociates, Inc. 420 Osceola Avenue )ax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 \\\\\\\\tlllll11111/,E%rj�, C' C N 0= No. 5 1 STA E OF F JNA� # Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO & ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. MISC DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHTECTURAL DRAWINGS OR CONTACT THE EO.R PLAN NAME DIAZ RESIDENCE DESIGN/DRAWN/CHECKED JMD / MJK /LAP DATE 11/06/18 SCALE AS NOTED LPA No. COAS-18-00443 CONTROL No. SHEET S2.3 SHEET 12oF 14 J LL W U w 2 U �i gy=m CD F QCn Q D j Q MISC DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHTECTURAL DRAWINGS OR CONTACT THE EO.R PLAN NAME DIAZ RESIDENCE DESIGN/DRAWN/CHECKED JMD / MJK /LAP DATE 11/06/18 SCALE AS NOTED LPA No. COAS-18-00443 CONTROL No. SHEET S2.3 SHEET 12oF 14 PERMANENT TRUSS BRACING BY OTHER ROOF SHEATHING, SEE SPECIFICATIONS SEE 1 /S2.2 L-- - - - - - -- I � I ; ' I SYP#2 DBL. II TOP PLATE BLOCKING AT ALL SHEATHING JOINTS: 2x4 FLAT WISE. FASTEN EACH END WITH 2-10d TOENAILS. ONLY REQUIRED AT SHEATHING JOINTS FOR EXTERIOR WALLS AND SHEARWALLS TYPICAL WALL FRAMING NOTES: 1. USE SPF#2 OR BETTER FOR ALL WALL STUDS.. 2. USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. 3. USE SYP#2 FOR ALL TOP HEADERS 4. ALL WALLS SHALL BE BALLOON FRAMED FULL HEIGHT TO ROOF OR FLOOR BEARING ELEVATION, U.O.N. ON PLAN. 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS TO CONCRETE SLAB w/16d MASONRY CUT NAILS @ 16" O.C. MINIMUM. SEE FOUNDATION PLAN ADDITIONAL ANCHORS AT SHEARWALLS 16d COMMONS @ 16" O.C.--- -� Z w [-- < —Q 'I I w n --------- 0 � I ! �uj m az <� J ;ILy 'y�J 0 SEE 2/S2.2 F I I WALL SHEATHING WALL SHEATHING BLOCKING AT ALL TO SOLE PLATE SHEATHING JOINTS: Lj RAISE '/4" FROM 2x4 FLAT WISE. FASTEN BOTTOM OF SOLE EACH END WITH 2-10d PLAIN AND FASTEN TOENAILS. ONLY REQUIRED II w/8d @ 3" O.C. AT SHEATHING JOINTS FOR @ 2x6, EXTERIOR WALLS AND I� SHEARWALLS 8'-4" SEE DETAILS I� II ON S1.01 MASA ; i I I I I I I I L ------------J I I TYP. WALL SECTIONS SCALE: 3/4" = V-0" TYPICAL HEADER NAILING 0.131X3" TOE NAILS 2X6 2x8 = (5) NAILS TYPICAL STUD NAILING: 2x10, 2x12 = (7) NAILS 0.131x3" END NAILS: 9" LVL, 11" LVL = (7) NAILS (2) @ 2x4, 14" LVL, 16" LVL = (9) NAILS (3) @ 2x6, (4) @ 2x8. FULL HEIGHT ANCHOR 61�, EITHER SIDE OF PLATE --\ HEIGHT CHANGE 2x -BLOCKING ONLY REQUIRED IF SHEARWALL _\� SIMPSON H2.5T OR LSTA12 STRAP FOLDED -\ OVER TOP PLATE FASTEN LOWER STUD TO TALLER STUD w/ 2 -ROWS OF 10d COMS @ 12" O.C. TYPICAL SOLE DROPPED HEAD PLATE NAILING: OPENING 0.131x3" TOE NAILS: ED( DISTA (3) @ 2x4, 4'-4" (4) @ 2x6, 5 6'-4" (5) @ 2x8. 8'-4" PT. SYP#2 SOLE PLATE WALL FRAMING AT PLATE CHANCRE CONDITION 2 TYP. WALL SECTIONS S2.4 SCALE: 3/4" WINDOW SILL SCHEDULE SYP#2 DBL. TOP PLATE ROUGH DROPPED HEAD MINIMUM END OPENING OR SILL PLATES FASTENER EACH END ED( DISTA 3/8 40" 4'-4" (1)2x4 SPF #2 (4)12d TOE NAILS 5 6'-4" (2)2x4 SPF #2 (5)12d TOE NAILS 8'-4" (3)2x4 SYP #2 (1)A34 + (4)12d TOE NAILS 1 3 MASA 48" '-0" MIN. SPLICE LENG / (16) 0.131x3" NAILS VENLY SPACED SYP #2 HEADER, PER PLAN RAISED HEADER 4'-0" MIN. DROPPED HEADER TYPICAL TOP PLATE NAILING: FASTEN ALL TOP PLATES TOGETHER w/ (3) ROWS OF .131x3 @ 12" O.C. STAGGERED. ARCHED L SYP#2 HEADER, TRANSOM FULL HEIGHT PER PLANS OPTION ANCHOR, SEE SEE RIGHT PLAN FOR SIZE WINDOW SILL SEE AND LOCATION SCHEDULE 3/S2.0 FOR SILL SIZE AND WINDOW SILL SEE CONNECTION EACH SCHEDULE 3/S2.0 END FOR SILL SIZE AND CONNECTION EACH END FOUNDATION. SEE PLAN WALL FRAMING AT RAISED HEADER CONDITION 12'—O" (3)2x6 SYP #2 (1)A35 + (4)12d TOE NAILS SYP#2 HEADER, SEE BELOW FOR BOX GI�ZTS REQUIRED BETWEEN EPER PLAN WINDOWS IN TWO STORY CLEAR HEIGHT WALLS. (6)12d TOE NAILS END TOP &BOT. FASTENER 2x_ SPF T&B w/ 12d @ 8" O.C. A (TYP) ffiT � SHEATHING W U CONT. AT cn Q — I GIRT/VERT JOINT. 2x SPF RIPPED TO FIT ARCH. DEPTH REQ'D. SECTION A -A KING & JACKS PER PLAN KING & JACK __/ STUDS SEE PLAN A4 SIMPSON LTP4 ON INSIDE FACE, IF NO JACK STUD BOX BEAM BETWEEN WINDOWS IN TWO STORY FRAMING 3 WINDOW HEAD AND SIL'_L FRAMING S2.4 SCALE: 3/4" = 1'-0" CONVENTIONALLY STRAP CONVENTIONALLY STRAP WHERE ANCHOR IS SPECIFIED ON FULL HT ANCHOR TERMINATES MAX. ANCHOR / PLAN ADJ. TO GIRDER/BEAM AT UPPERMOST TOP PLATE WHERE MAX. ANCHOR WHERE t LOCATE ANCHOR WITHIN w/ NUT AND WASHER SPACING IS EXCEEDED SPACING IS EXCEEDED 6" OF POST. J/ W 1 I I I II I I I 1 I i I I I I I POST, PER I I I III I I I i PLAN II MAXIMUM SPACING I I I I I I I SEE THREADED ROD I I I I SPECIFICATIONS ON I I I SOLID BLOCKING i PLAN I I I WITHIN FLOOR I I I I I i (TYP) I I I I I II I I —4-- ----—a--a-------I--I U------- — ------� I 1FLOORI R4S OR JOIST I I —— 2 CS16 ——�—_x—---1--I -+-------t-------I �)— — II I I j (TYP)Zj I I I I I I I I I HEADER, I YPICA I I I i I I I I I I I I I I I I I I I I I I I I I I I I I I I I II I I I I II I I I I II I I I 1 I I POST TO I MATCH POST ABOVE j I II I I I I II I I I I I I I ( I I I I II I I I INSTALL 1 -'STORY THREADED RODS 6"MAX. FROM WHERE 2 -STORY RODS CANNOT BE INSTALLED KING STUD FULL HEIGHT ANCHOR PLACEMENT DIAGRAM FI 11 I HFI( --.HT Wnnn FRAME WALL ANCHORING SYSTEM S2.41 SCALE: N.T.S SOLE PLATE ANCHORS PER SCHEDULE ON PLAN SEE TABLE AT RIGHT FOR EPCXY EMBEDMENT AND EDGE DISTANCE. WASHER DOUBLE TOP PLATE u STEEL COUPLER (OPTIONAL, LOCATE AS NEEDED) FULL HEIGHT THREADED ROD SEE PLAN 8" 1'/2 ' MAX. MIN. WALL FRAMING AT FROM SOLE PLATE BREAK DROPPED HEADER CONDITION (2)12d TOE NAILS E.E. OPENING `(MIN) HEAD OR SILL PLATES SEE SCHEDULE ROUGH OPN'G, SEE ARCH. UPLIFT -CONNECTOR SEE PLAN FULL HEIGHT THREADED ROD SEE PLAN FLOOR FRAMING FOUNDATION, PER PLAN. I EMBEDMENT DEPTH O FULL HEIGHT ANCHOR WALL SECTION ARCHED TRANSOM OPTION: 2x SPF DIAGONAL BLOCKING FASTENED w/ 3-0.131"x3" EA. END TYPICAL. SHEATHING MAY EXTEND 2" PAST BLOCKING- WINDOW ATTACHMENTS MUST ANCHOR INTO 2x MATERIAL. JACK AND KING STUDS, SEE PLAN SOLE PLATE ANCHOR: 1/2 "0 x 6" LG (MIN 31" EMBED.) THREADED ROD ANCHOR DRILLED & EPDXY w/2"0 x $" PLATE WASHER, SEE SCHEDULE BELOW 4 S2.4 PLAN AT SILL PLATE CMU WALL SIDE VIEW AT TWO STORY CONDITIONS, PROVIDE SOLID BLOCKING WITHIN FLOOR SYSTEM AT ALL U PER LEVEL POSTS & JACK STUDS HEADER CONDIT ONO OR RAISED EITHERSE THEADER HE PIONDDITION SOLE PLATE ANCHOR SCH DULE THREADED ROD O EXT. WALL SPACING SHEARWALLS SPACING WASHER SPEC. EMB DMENT D PTH ED( DISTA 3/8 40" 16" 2x2x'/8 " 1/2 " 1 3 1/2 48" 24" 2x2x'/8 " 1/2 " 1 3 MASA 48" 24" N/A /A N IM. AT BOND EAM. OPEN BOTTOM EXISTING CMU LOCK, AT MID WALL EIGHT w/ #4x2'-0" MBED 6" INTO EXISTING 'MU WALL. NEW CMU % WALL 77 (-7I L 0JEN BOTTOM EW 8" CMU BCK, AT MID ALL HGHT w/#4x2 PLAN VIEW EED 6" INTO C WALL. NEW CMU TO EXISTING CONNECTION DETAIL IVI V v_ FULL HT DOUBLE ANCHOR TOP PLATE. ELEVATION 0 FULL HT. ANCHOR - AT TOP PLATE FULL HEIGHT ANCHOR INSTALLATION CHART THREADED SYSTEM SHALL CONSIST OF %"0 A307 Tp © O O O ROD 0 WOOD PLATE HOLE CONCRETE HOLE WASHER SPEC. EMBEDMENT DEPTH EDGE DISTANCE 3/8 1/2 0 1/2 "0 2x2x'/8„ 4„ 4" 2" 3" 1 /2 5/s' 9/is "� 3x3x'/4,. 6„ 6 , 2Y2„ 3.. 5/8 3/4"0 3/4 "0 3x3x'/4" 10" 10" 2Y2" 3" SECURED OVER THE WASHER TO A SNUG- MONO STEM MONO STEM THREADED ROD INSTALLATION CHART FULL HEIGHT ANCHORING SYSTEM: THE THREADED ROD A CHORING SYSTEM SHALL CONSIST OF %"0 A307 Tp AIDED RODS, ORIENTED VERTICALLY AND ATTACHEE TO THE FOUNDATION AND TO THE UPPERMOST PLAT AT THE LOCATIONS INDICATED IN THESE DOCUMENTS ABOVE TOP PLATE, PROVIDE A 2"x 2"x Y8" STEEL ASHER. FASTEN WITH A NUT AND ALLOW AT LEAST 3 THREADS TO EXTEND ABOVE TIGHTENED NU_. (TYP.) ROD INSTALLATION: AT ALL PLATE PENETRATIONS, PROVIDE A HOLE IN THE PLATE '/" LARGER THAN THE DIAMETER OF THE THREADED ROD USED. VHILE SINGLE CONTINUOUS RODS ARE PREFERRED, COUPLER (SIMPSON CNW OR EQUAL) MAY BE USED I CASES WHERE ONE CONTINUOUS ROD IS UNFEASIB . THE ROD SHALL BE INSTALLED APPROXIMATELY ENTERED IN HOLE. RODS MAY BE SLANTED FROM TUE VERTICAL BY A MAXIMUM OF 2 INCHES IN FEET TO AVOID CONFLICTS WITH FLOOR AND WALL F AMING. THE NUT ABOVE THE UPPERMOST PLATE S ALL BE SECURED OVER THE WASHER TO A SNUG- GHT CONDITION PLUS ONE-HALF TURN OF A ST N WRENCH (APPROXIMATELY 30 FT. -LBS. OF ODARD RQUE). DUE TO SHRINKAGE AND COMPRESSION OF UILDING CONTRACTORS SHALL RE -TIGHTEN NUT TO 0 FT. -LBS. OF TORQUE AFTER ALL TRADES E COMPLETE AND PRIOR TO INSULATION. EPDXY ANCHORING: ALL THREADED RODS HALL BE DRILLED & EPDXY ANCHORED. SEE INSTALL TION CHART FOR EMBEDMENT AND EDGE DISTANCE REQUIREMENTS FFI�E Cr 8" OPEN E 8" PRE—C APPROX GRADES 8x18 PILASTER w/(2)#5 CMU WALL ELEVATION DETAIL ROOF SHEATHING SEE SPECS. TRUSS BY OTHERS SEE PLAN PROVIDE 2—LAYERS OF ROOFING FELT BETWEEN WOOD AND CONC COLUMN. 12"x12" CMU PIER0- w/ 4—#5 VERTICAL. Q 0 EJEJ 00 ��-�--� U NOTES: 1. PRECAST LINTELS MUST BE DESIGNED BY CAST—CRE1"E CORP. OR BETTER. SEE CAST—CRETE "PRECAST CONCRETE PRODUCT DESIGN GUIDE" FOR SPECS 2. SEE 1ST AND 2ND LEVEL FRAMING PLAN FOR LINTEL PER OPENING DESIGNATION 3. PROVIDE MIN 8" BEARING EACH SIDE OF OPENING. 4. GROUT LINTEL SOLID. 5. EXTEND HORIZONTAL REINFORCING 16" PAST OPENINC11 #2 STIRRUPS @ " (1)SIMPSON H2.5T 8O.C. STRAPS AT EACH RAFTER AND 2-12d ` TOENAILS EACH SIDE. • • I I PORCH BEAM �• • I PER PLAN \I 1—PA51 EMBED CMU PILASTER STRAP EACH USING PILASTER BLOCK END OF BEAM. 12"x12" — 4—#5 SLAB OR GRADE, SEE PLAN 4" SLAB ON GRADE. EMBED DOWEL BARS w/3—#5 EA. WAY � 9" w/ 90° HOOK OR CLR (BOTTOM) DRILLED AND EPDXIED 8" MIN. 3' -0"x3' -0"x12" eo"3l MASONRY PILASTER DETAIL SCALE: 3/4" = 1'-0 AI�T_i -I RAFTER TAIL TO ACCEPT JISE 2x6 NO.2 SYP. FASTEN '0 RAFTER TAIL W/ 3-12d FAILS 2x4 NO.2 SYP FASCIA. FASTEN TO TRUSS TAIL V// 2-10d TOE NAILS. ASTEN TO FLATWISE 8x18 PILASTER DID w/(2)#5 "'OTCH RAFTER TAIL TO CCEPT FLATWISE 2x6 0.2 SYP. FASTEN 2x6 O RAFTER TAIL W/ —12d FACE NAILS. PLAl.N VIEW STRUCTURAL FA—SCIA 2x4 NO.2 SYP FASCIA. FASTEN TO RAFTER TAIL W/ 2-1Od TOE NAILS. FASTEN TO 2x6 W/ 1-12d LINTEL F LINTEL TABLE 15: SHEARWALL END STUD STRAPPING SC�HFntll F KEYNOTE CONNECTOR A UPPER STUDS TO LOWER STUDS W/ FULL HEIGHT ANCHOR UON ON PLAN B SOLE PLATE ANCHORS @ 24" O.C. SEE DETAIL 8/S2.1 C ADDITIONAL STRAPS OR HOLD DOWNS AS NOTED ON PLAN SEE 3 AND 4/S2.1 FOR DIAPHRAGM CONNECTION WHERE APPLICABLE I TYPICAL OPENINGS 1 -------------- 1 ------------- z__0 &\ - -- W U SEE PLAN FOR SHEAR WALL EXTENTS NOTES: 1. PROVIDE �116" OSB SHEATHING W/ 8d COMMON @ 3" O.C. EDGE AND 6" O.C. FIELD 2. PROVIDE MINIMUM OF (2) STUDS AT EACH END OF SHEARWALL. KING/JACK STUDS AT HEAD RS MAY SERVE AS END STUDS FOR SHEAR WALL 3. INSTALL INTERIOR FOOTING BELOW SHEAR WALL PER DETAILS ON S1.01 4. ADDITIONAL STRAPPING AND HOLD DOWNS MAY BE REQUIRED, SEE PLAN 2 TYPICAL SHEAR WALL ELEVATION S2.5 i SCALE: 3/4" = 1'-0" FILE COPS' r+ssocIates, inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 No. 53311 0 ... ��`�, \•,� Luis A. Ponti3o, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO & ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. MISC DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR ` CONTACT THE EDP- oo PLAN NAME DIAZ RESIDENCE DESIGN/DRAWN/CHECKED JMD / MJK /LAP DATE 11/06/18 SCALE AS NOTED LPA No. COAS-18-00443 CONTROL No? SHEET S1 SHEET 140 4 , J LL W U 2 z U ew p �=m L.LJ tf U CD Q Q D j Q MISC DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR ` CONTACT THE EDP- oo PLAN NAME DIAZ RESIDENCE DESIGN/DRAWN/CHECKED JMD / MJK /LAP DATE 11/06/18 SCALE AS NOTED LPA No. COAS-18-00443 CONTROL No? SHEET S1 SHEET 140 4 , c C C c c HORIZONTAL BOND BEAM LINTEL COURSE w/ 1-#5 CP. @ 4'-0" VERTICALLY c . 10" DEEP CONT. 'ONC. \/FOOTING w/ 3-#5.:ONT. r�— /v / V \ / \ c PROVIDE 'Z -BAR' AT ALL STEP IN CMU WALL^�--r-� 8x8 CONC. BOND BEAM w/ 1-#5 CONT. CONC. CAP I'. ABY BUILDER SCHEMATIC SECTION SCALE: 3/8" = 1'-0" c \ p. ( 10"x24 2 SCHEMATIC SECTION S2. c SCALE: 3/8" = 1'-0" 1.- .. ... d.. 1 8x12 CONC. BOND BEAM w/1—#5 CONT. J A ° . W U 2 CONIC. CAP �.,.. n � m BY BUILDER-\ ' - ' r - :.• ::.. . d ♦. CD ..�I ..i. .. I .•• O y,• • %-- -- -- • - Q —,d .,..�- •-e S - PROVIDE'Z—BAR' AT • ALL STEP IN CMU WALL __1 12" CMU WALL ♦ . a :.. • i. : 'a '. HORIZONTAL BOND BEAM �Y T,_T_ - _INTEL COURSE w/ 1-#5- i -i ••d ire • NT. © 4'-0" VERTICALLY e I d. 1 '. 7. d d #5 VERTICAL & s d e I •e ' � FULL GROUT .. 4.. :�- WHERE W N a Ii ( d� d t 1' i i 4 - I d (48')O.C. MAX ) a• - a •t .1 e . I - e- Lid•• d - _. I •d / \ I 1 e t - :I \ e •i i •.r a \ / a a e' l' a d e ° SCHEMATIC SECTION 3 S2.6 SCALE: 3/8" = 1'-0" ai• .I J _ d " 'I• •4 } v d ..♦ ti a I d, a d 'd e I � L'- �. e•d •t • n d a ' s a' a d d d SCHEMATIC SECTION SCALE: 3/8" = 1'-0" c \ p. ( 10"x24 2 SCHEMATIC SECTION S2. c SCALE: 3/8" = 1'-0" 1.- .. ... d.. 1 8x12 CONC. BOND BEAM w/1—#5 CONT. a.. 4" (MIN.)CONC. SLAB ON GRADE W/ 6x6 W1.4x W1.4 /\ \� WWF ON 6MIL VAPOR BARRIER 4 MIN. ,. ';\\ \�\\\ w : IN PREPARED GRADE. i\i��/;�\i\• CLEAN COMPACTED FILL (TYP) a 8"CMU WALL w/ VERTICALS @ 24 O.C. IN FULLY GROUTED CELLS a - CD r7 <ar � ,•�'��' • -��r',-•-r-^-rr•—ems ' e 10x24" w/(3)j5 CONT. 10"x24" ./(3)1{5 CONT. 10"x24" w/(3)#5 CONT. 4 SCHEMATIC SECTION S2.6 SCALE: 3/8" = 1'-0" .. .- .. .- i. � i. i. i� � ��.I�/�I�./��J�J����JJ J.J�J�J�./✓�J✓�JJ`/✓�J.J�J��`/�J`/�J`/�J���f�l��� R BP# DATE 1 1 1) 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ES 1 1 1 1 1 OFFICE COPY S VISION S!g -0 3 V Lou Pontigo and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 S A.P * No. S O 1 � aS oma, '.<� rq o� A %IVA L ENG, Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE 0 GENERAL 01.22.1 REVISION =FIELDERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 5 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. J A ° . W U 2 CONIC. CAP �.,.. n � m BY BUILDER-\ ' - ' r - :.• ::.. . d ♦. CD N ..i. .. .•• O y,• � Q PROVIDE'Z—BAR' AT ALL STEP IN CMU WALL 12" CMU WALL ♦ . a :.. • i. : 'a '. HORIZONTAL BOND BEAM - _INTEL COURSE w/ 1-#5- -i ••d ire NT. © 4'-0" VERTICALLY `•• d. 1 '. d d #5 VERTICAL & FULL GROUT 4.. :�- WHERE W N a Ii ( d� d t 1' i i - I d (48')O.C. MAX ) �—�--r—�- Lid•• I •d / \ 1 e t - :I \ e •i i •.r \ / a a e' l' a d e ° SCHEMATIC SECTION 3 S2.6 SCALE: 3/8" = 1'-0" a.. 4" (MIN.)CONC. SLAB ON GRADE W/ 6x6 W1.4x W1.4 /\ \� WWF ON 6MIL VAPOR BARRIER 4 MIN. ,. ';\\ \�\\\ w : IN PREPARED GRADE. i\i��/;�\i\• CLEAN COMPACTED FILL (TYP) a 8"CMU WALL w/ VERTICALS @ 24 O.C. IN FULLY GROUTED CELLS a - CD r7 <ar � ,•�'��' • -��r',-•-r-^-rr•—ems ' e 10x24" w/(3)j5 CONT. 10"x24" ./(3)1{5 CONT. 10"x24" w/(3)#5 CONT. 4 SCHEMATIC SECTION S2.6 SCALE: 3/8" = 1'-0" .. .- .. .- i. � i. i. i� � ��.I�/�I�./��J�J����JJ J.J�J�J�./✓�J✓�JJ`/✓�J.J�J��`/�J`/�J`/�J���f�l��� R BP# DATE 1 1 1) 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ES 1 1 1 1 1 OFFICE COPY S VISION S!g -0 3 V Lou Pontigo and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 S A.P * No. S O 1 � aS oma, '.<� rq o� A %IVA L ENG, Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE 0 GENERAL 01.22.1 REVISION =FIELDERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 5 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. MISC DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. 7PLAN NAME DIAZ RESIDENCE DESIGN/DRAWN/CHECKED JMD MJK /LAP DATE 11/06/18 SCALE AS NOTED LPA No. COAS-18-00443 CONTROL No. SHEET S2.6 SHEET 15oF 15 J LL W U 2 z n � m � tf1 U CD N Q O � Q MISC DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. 7PLAN NAME DIAZ RESIDENCE DESIGN/DRAWN/CHECKED JMD MJK /LAP DATE 11/06/18 SCALE AS NOTED LPA No. COAS-18-00443 CONTROL No. SHEET S2.6 SHEET 15oF 15 68'4" 1'--------------------- OFFICE COPY I— 11 15' 1— 10'4" I 13'-1— 12 68'4" APEX TECHNOLOGY IS A FICTITIOUS NAME OWNED BY JAX APEX TECHNOLOGY INC., A FLORIDA CORPORATION FBPE CA NO. 7547-9000 REGENCY SQUARE BLVD, SUITE 100 JACKSONVILLE, FL 32211- 904.821.5200 BUILDER: SUBDIVISION: LOT NUMBER: 130 5th St MODEL: Diaz Residence DESIGNED/CHECKED: EAC r TH TrueHouse APEX This drawing is not sufficient alone for installation. Additional instructions accompanying this drawing, including BCSI-131, should be used in conjunction with the architectural and structural plans during installation. If BCSI-131 has not been shipped to the site with the components shown on this page, please contact Apex Technology for a free copy. Permanent bracing for the building, including bracing to resist wind, seismic, or other lateral forces, and permanent bracing for all structural elements, is the responsibility of the Engineer of Record for the structure or the building designer, perANSI/TPI 1- 2014 Chapter 2. ®, �,•��C•EON � s ® No 8 66 STA OF :4U� F "idr f ➢1 A e ° °°°`� RIRIE I .. OFFICE COPY I— 11 15' 1— 10'4" I 13'-1— 12 68'4" APEX TECHNOLOGY IS A FICTITIOUS NAME OWNED BY JAX APEX TECHNOLOGY INC., A FLORIDA CORPORATION FBPE CA NO. 7547-9000 REGENCY SQUARE BLVD, SUITE 100 JACKSONVILLE, FL 32211- 904.821.5200 BUILDER: SUBDIVISION: LOT NUMBER: 130 5th St MODEL: Diaz Residence DESIGNED/CHECKED: EAC r TH TrueHouse APEX This drawing is not sufficient alone for installation. Additional instructions accompanying this drawing, including BCSI-131, should be used in conjunction with the architectural and structural plans during installation. If BCSI-131 has not been shipped to the site with the components shown on this page, please contact Apex Technology for a free copy. Permanent bracing for the building, including bracing to resist wind, seismic, or other lateral forces, and permanent bracing for all structural elements, is the responsibility of the Engineer of Record for the structure or the building designer, perANSI/TPI 1- 2014 Chapter 2. ®, �,•��C•EON � s ® No 8 66 STA OF :4U� F "idr f ➢1 A e ° °°°`� General Notes Notas Generales Trusses are not marked in any way to identify the Los trusses no estan marcados de ningdn modo qua frequency or location of temporary lateral restraint identifique la frecuencia o localization de resMccion and diagonal bracing. Follow the recommendations lateral y arriostre diagonal temporales. Use las for handling,installing and temporary restraining 0 9 P ry 9 recomendaciones de mane'o instalacion restriction / • and bracing of trusses. Refer to SCSI - Guide to y arriostre tempora/ de los trusses. Vea el foliate BCSI Good Practice for Handling, Installing, Restraining - Gula de Buena Practice para el ManeIo Instalacion , & Bracing of Metal Plate Connected Wood Restriction y Arriostre de los Trusses de Madera Trusses*** for more detailed information. Conectados con Places de Metal *** para information Truss Design Drawings may specify locations of mos detallada. permanent lateral restraint or reinforcement for Los dibuilos de disefro de los trusses pueden especificar individual truss members. Refer to the BCSI-B3*** las localizations de restriccion lateral permanents o for more information. All other permanent bracing refuerzo an los miembros individuales del truss. vea design is the responsibility of the building designer. la hoja resumen BCSI-B3*** para mas information. EI resto de los diserios de amostres permanentes son la Tolerancias para Fuera-de-Plano. responsabilidad del disefiador del edificio. DANGER The consequences of improper handling, erecting, installing, restraining and bracing can result in a collapse of the structure, or worse, serious personal injury or death. IPEL/GROI EI resultado de un manejo, levanta- miento, instalacion, restriccion y arrisotre incorrecto puede ser /a caida de /a estructura o adn peon, heridos o muertos. A@&ft3'u'000 M Exercise care when remov- ing banding and handling trusses to avoid damaging trusses and prevent injury. Wear personal protective equipment for the eyes, feet, hands and head when working with trusses. 9@299FIZEZGff Utilice cautela at quitar las ataduras o los pedazos de metal de suietar para evitar dano a los trusses y prevenir le herida personal. Lleve el equipo protectivo personal para ojos, pies, manos y cabeza cuando trabaja con ®@pZUpnp Use d NTd�B trusses. special care in Utilice cuidado windy weather or especial en near power lines dias ventosos o Handling "- Maneo and airports. cerca de cables - - electncos o de Avoid lateral aeropuertos. bending. Evite la flexion lateral. Spreader bar for truss \\•• The contractor i is responsible for properly receiving, unloading and storing O O the trusses at the jobsite. Unload trusses to smooth surface to prevent damage. Q Use proper rig- Use equipo apropiado EI contratista tiene la responsabilidad de recibir, ging and hoisting para levantar e descargarya/macenaradecuadamente/os equipment. improviser trusses an /a obra. Descargus los trusses an /a tierra /iso para prevenir at dano. T - � •tom) w ' 21 Trusses may be unloaded directly on the ground at G DO NOT store the time of delivery or stored temporarily in Contact unbraced bundles with the ground after delivery. If trusses are to be upright. stored for more than one week, place blocking of sufficient height beneath the stack of trusses at 8' (2.4 m) to 10' (3 m) on -center (oc). Los trusses pueden ser descargados directs- mente an el suelo en aquel memento de entrega o almacenados tempora/mente en contacto con el suelo despues de entrega. Si los trusses estaran guardados para mas de Una semana, ponga bloqueando dea@ura surrciente detras de la pita de los trusses a 8 haste 10 pies an centro (oc). Q If trusses are to be stored for more than one week, cover bundles to protect from the environment. DO NOT store on uneven round. Para truss 9 es uardados or mas de Lina soman 9 P a cubra los a uete pare r s a oto eros del ambients. P q P P 9 Refer to BCSI*** for more detailed information per- taining to handling and jobsite storage of trusses. Vea at fol/eto BCSI*** para informacion mas detal- lade sobre el, manalo y almacenado de Ica trusses an area de trabajo. - NO almacene verticalmente los trusses sueltos. NO almacene an tierra desi9 ual. Hoisting and Placement of Truss Bundles Recomendaciones Para Levantar Paquetes de Trusses DON'T overload the crane. NO sobrecargue la grua. NEVER use banding to lift a bundle. NUNCA use las ataduras para levantar un paquete. Q A single lift point may be used for bundles of - top chord pitch trusses up to 45' (13.7 m) and parallel chord trusses up to 30' (9.1 m). Use at least two lift points for bundles of top chord pitch trusses up to 60'(18.3 m) and parallel A WARNING Do not overload supporting chord trusses up to 45' (13.7 m). Use at least structure with truss bundle. three lift points for bundles of top chord pitch trusses >60' (18.3 m) and parallel chord trusses No sobrecargue la >45' (13.7 m). estructura apoyada con el paquete de Puede usar un solo lugar de levantar para trusses. paquetes de trusses de /a cuerda superior Q Place truss bundles in stable position. haste 45'y trusses de cuerdas paralelas de Puse paquetes de trusses en Lina 30'o menos. Use per to menos dos puntos position eatable. de levantar con grupos de trusses de cuerda superior inclinada hasta 60'y trusses de cuerdas paralelas hasta 45'. Use por to menos dos puntos de levantar con grupos de trusses de cuerda superior inclinada mas de 60'y trusses de cuerdas paralelas mas de 45'. Mechanical Hoisting Recommendations for Single Trusses Relcomendaclones Para Levantar Trusses Individuales m1mUsing a single pick -point at the peak can damage the truss. EI use de un solo lugar an at pico para levantar puede hater datio al truss. 60' or less F APprox. 1/2 truss length Tagline TRUSSES UP TO 30 -SA m)_ I - TRUSSES HASTA 30 PIES 51 731 Toe -in Attach �-- Locale Spreader bar lir (3 m) above or stiffback oc max. _ Spreader bar 1/2 to I mid -height 2/3 truss length -� TRUSSES UP TO 60'(18.3 m) _). IL-i�r- TRUSSES HASTA 60 PIES Spreader bar 2/3 to Hold each truss in position with the erection �'- 314 truss length -. equipment until top chord temporary lateral Tagline restraint is installed and the truss is fastened TRUSSES UP TO AND OVER 60'(18.3 to the bearing points. m) <- TRUSSES HASTA Y SOBRE 60 PIES -� Sostenga Cada truss en position con equipo de grua hasta que la restriccion lateral temporal de la cuerda superior este instalado y el truss este asegurado en los soportes. tallation of Single Trusses by Hand commendacclenes de Levantamiente de Trusses rividuales Per La Mane Trusses 20' Q Trusses 30' (6.1 m) or �n ' (9.1 m) or less, } less, support support at near peak. quarter points. soporte Soporte de cerca at pico los cuartos los trusses( F Trusses up to 20' -11.-de tramo los E Trusses up to 30' de 20 pies o (8,1 M) trusses de 30 1 (9.1 m) menos. Trusses hasta 20 pies pies o menus. Trusses hasta 30 pies Remporary Restraint &c Bracing A'estriccian y Arriostre Temporal QMRefer to BCSI-B2*** for more information. Top Chord Temporary Vea el resumen BCSI-B2*** para mas informacion.Lateral Restraint Q Locate ground braces directly in line with all rows (TCTLR)2x4 min. of top chord temporary lateral restraint (see table in the next column). Coloque los arriostres de tierra para el primer truss directamente en linea con Cada Lina de las filas de restriccion lateral temporal de Is cuerda =90" Brace first truss superior vee la table an la roxima columna). P ( P ) securely DO NOT walk on unbraced trusses. before NO Gamine :In trusses sueltos. , t- erection of additional DO NOT stand on truss overhangs untiltrusses. Structural Sheathing has been applied to the truss and overhangs. NO se pare en voladizos cerchas haste Revestimiento estructural he side aplicado a la armadura y voladizos. Steps to Setting Trusses Las Medlidas axle la' /nstalacidn de los Trusses 10 1) Install ground bracing. 2) Set first truss and attach securely to ground bracing. 3) Set next 4 trusses with short member temporary lateral restraint (see below). 4) Install to chord diagonal I bracingsee below). 5 Install stat web member lane diagonal bracing acln to stabilize the first five trusses ( ) 1 p g g vases (see below). 6) Install bottom chord temporary lateral restraint and diagonal bracing (see below). 7) Repeat process with groups of four trusses until all trusses are set. 1) Instale los arriostres de tiers. 2) lnstale el primero truss y ate seguramente al arriostre de tiers. 3) instals, los prdximos 4 trusses con restriccion lateral temporal de miembro corto (vea abajo). 4) Insta/e el arriostre diagonal de la cuerda superior (vea abajo). 5) lnstale arriostre diagonal para los planes de los miembros secundarius para estabi/ice los primeros cinco trusses (vee abajo). 6) instate le restriccion lateral temporal y arriostre diagonal para la cuerda inferior (vea abajo). 7) Repita este procedimiento en grupos de cuatro trusses haste qua todos los trusses esten instalados. Refer to BCSI-B2*** for more information. Vea el resumen BCSI-B2*** para mos informacion. Restraint/Bracing for All Planes of Trusses Restriccloe/Arriostre Para Tbdos Planes de Trusses Q Minimum lumber used for lateral restraint and diagonal bracing is 2x4 stress -graded lumber. Attach to each truss with at least 2-10d (0.128x3"), 2-12d (0:128x3.25") or 2-16d (0.131 x3.5") nails. La madera 2x4 Clasificada por estres as la madera minima utilizada para restriccion lateral y amlostram con al minimo iento of - a onal. Atarlas a Cada bra uero g g 2 claves 10d (0.128x3 ), 12d (0.128x3.25') 016d (0.131x3.5°). Q This restraint and bracing method is for all trusses except 3x2 and 4x2 parallel chord trusses (PCTs). See top of next column for temporary restraint and bracing of PCTs. Este matodo de restriccion y arriostre es para todo trusses excepto trusses de cuerdas paralelas (PCTs) 3x2 y 4x2. Vea /a parte superior de /a columna para /a restriccion y arriostre temporal de PCTs. dl TnD rNnDn DI AAIB rl-rIA CIIDGOInD Truss Span Top Chord Temporary Lateral Restraint (TCTLR) Spacing Longitud de Trarno Espaciamiento del Arriostre Temporal de la Cuerda Superior Up to 30' 10' (3 m) oc max. (9.1 m) to CLR with minimum 8-16d 30'- 45' (9.1m-13.7 m) 8'(2.4 m) oc max. 45'- 60' (13.7m -18.3m) 6'(1.8 m) oc max. 60'- 80' * (18.3 m-24.4 m)* 4'(1.2 m) oc max. *Consult a Registered Design Professional for trusses longer than 80' (18.3 m). *Consults a un Professional Registrado de Disefio para trusses roes de 60 pies. Q See BCSI-B2*** for TCTLR options. Vea el BCSI-B2*** para las options de TCTLR. _ ®Refer to BCSI-B3*** for Gable End Frame restraint/bracing/ , reinforcement information. Para informacion sobre restriccion/ - arriostre/refuerzo para Armazones Hastiales vea el resumen BCSI-B3* Note: Ground bracing not shown for clarity. TCTLR 10"or> Truss attachment Q Repeat diagonal braces for each set of 4 trusses. \V required at support s) Repita los arrfsotres diagonales para sada grupo de 4 trusses. Section A -A LATERAL RESTRAINT & DIAGONAL BRACING ARE VERY IMPORTANT ;LA RESTR/CC/ON LATERAL Y EL ARRIOSTRE DIAGONAL SON MUY IMPORTANTES! 2) WEB MEMBER PLANE - PLANO DE LOS M/EMBROS SECUNDAR/OS Diagonal Continuous Lateral Restraint (CLR) splice reinforcement bracing Truss Member 2>L CLR I I \; A Bottom Chords Minimum 2 2x_ Scab block conte webs at end of cantilever and at , over CLR splice.Attach Plywood or OSB Diagonal braces every to CLR with minimum 8-16d 2 bundles 10 truss spaces 20' (0.135x3.5") nails each side Clay Tile (6.1 m) max. of splice oras specified by the 10'(3 m)- 15' (4.6 m) max. Building Designer. Same spacing as bottom chord Note: Some chord and web members SECTION A -A lateral restraint not shown for clarity. -Plumb 3) BOTTOM CHORD PLANE - CUERDA INFERIOR Lateral Restraints - 2x4xl2' or9 reater lapped over two trusses or CLR splice reinforcement. Bottom chords 10' (3 m) - 15' (4.6 m) max. Truss - 11 Member I Note: Some chord - _ and web members not shown for / Clarity. ' Diagonal braces every 10 I truss spaces 20'(6.1 m) max. Restraint & Bracing for 3x2 and 4x2 Parallel Chord Trusses Restriction y Arriostre Para Trusses de Cuerdas Paralelas 3x2 y 4x2 10' (3 m) or Diagonal bracing Repeat diagonal bracing Refer to 15' (4.6 m)* every 15 truss spaces 30' BCSI-87*** for more j (9.1 m) max. information. '. Vea el resumen BCSI-E'.. , P ma m f are s ormaclon. Apply diagonal brace to vertical Material webs at end of cantilever and at , 12" (305 mm) Plywood or OSB bearinglocations. All lateral restraints - 2 bundles lapped at least two trusses. 8" (203 mm) Clay Tile *Top chord temporary lateral restraint spacing shall be 10'(3 m) oc max. for 3x2 chords and 15' (4.6 m) oc for 42 chords. Installing- Instalaci6n put -of -Plumb Max. Bow Truss Lenc Tolerances for Out -of -Plane. 3/4" 12.5' Tolerancias para Fuera-de-Plano. D/50 D (ft.) 19 mm 3.8 m r)<- Length ->• Max Bow I ✓ 1 6mm 1' 0.3m 718" 14.6' 22 mm 4.5m �- � 1/2" 2' 1" 16.T Max Bow Length -► It 13 mm 0.6 m 25 mm 5.1 m Max Bow p 3/4". 3' 1-118" 18.8' -- s I 19mm 0.9m 29 mm 5.7m E Length tai ' Plumb 1" 4' 1-1/4" 20.8' 32 6.3 ./line 25 mm 1.2 m mm m Tolerances for Iyp i 1-1/4" 5' 1-3/8" 22.9' Out -of -Plumb. ' 32 mm 1.5 m 35 mm TO m Tolerancias ora /50 max P ` 1-112" 38 mm 6' 1,8 m 1-1/2" 25.0' 38 mm 7.6 m Fuera-de-Plomada. 1-3/4" 7' 1-3/4" 29.2' 44 mm 2.1 m 44 mm 8.9 m Construction Loadinil 51 mm z2.4 m 51 mm (10.1 m Ca a De Censtruccson DO NOT proceed with construction until all lateral restraint and bracing is securely and properly in place. NO proceda con la construction haste que todas las restric- clones laterales y los arriostres esten colocados an forma apropiada y Segura. DO NOT exceed maximum stack heights in table at right. Refer to BCSI-B4*** for more information. NO exceda las alturas maximas de monton. Vea el resumen BCSI-B4*** para mas informacion. Maximum Stack Height for Material on Trusses'' Material Height Gypsum Board 12" (305 mm) Plywood or OSB 16" (406 mm) Asphalt Shingles 2 bundles Concrete Block 8" (203 mm) Clay Tile 3-4 tiles high 1. Based on truss live load of 40 par or greater. For other conditions contact a Registered Design Professional, 2. In stacks of materials as quickly as possible. NEVER stack materials near a peak, at mid -span, on cantilevers or overhangs. NUNCA apile los materiales cerca de un pica, a centro de is /uz, en cantilevers o aleros. DO NOT overload small groups or single trusses. NO sobrecargue pequefros grupos o trusses individuales. Q Place loads over as many trusses as possible. Coloque las cargas sobre tantos trusses come sea posible. Q Position loads over load bearing walls. Coloque las cargas sobre las parades soportantes. Alterations - Alterations INORM Refer to BCSI-65 *** Vea el resumen BCSI-B5. *** Truss bracing not shown for clarity. DO NOT cut, alter, or drill any structural member of a truss unless specifically permitted by the truss design drawing. NO torte, altere o perfore ningtin miembro estructura/ de un truss, a menos que este especificamente permitido en el dibujo del disefio del truss. Trusses that have been overloaded during construction or altered without the Truss Man- ufacturer's prior approval may render the Truss Manufacturer's limited warranty null and void. Trusses que se han sobrecargado durante la construction o han sido alterados sin la autor- izacion previa del Fabricante de Trusses, pueden hater nu/o y sin efecto /a garantia limitada del Fabricante de Trusses. -Contact the Component Manufacturer for more information or consult a Registered Design Professional for assistance. NOTE: The truss manufacturer and truss designer rel on the presumption that the contra I at dor and Irene operator rf applicable) are 9 Y P P P ( PP ) professionals with the capability to undertake the work they have agreed to do on any given protect. If the contractor believes R needs assistance in some aspect of the construction project, it should seek assistance from atom stent party. The methods and procedures outlined in this document are intended to ensure that the overall construction techniques employedwill PLit the trusses into place SAFELY These recommendations for handling,installing, restraining and bracing trusses a ba n h I e re sed upon the collective experience of leading ur 9 9 P Pe 9 only as a GUIDE ved with truss design, manufacture and installation, eordr but must due to the nature of responsibilities ions be be presented only as a GUIDE for use by a qualified building designer or contractor It is not intended that these recommendations be interpreted as superior to the building designer's design specification for handling, installing, restraining and bracing trussesand it does not preclude the use of other equivalent methods for restrainingibracing and providing stability for the walls, columns, Floors, roofs and all the interrelated structural building components as determined by the contractor Thus. SBCA expressly disclaims any responsibility for damages arising from the use application, or reliance on the recommendations and information contained herein. SBC/A 6300 Enterprise Lane • Madison, WI 53719 608-274-4849 • sbeindustry.com a1WARN11x17180321 7' I 30'4" 1- 14' OFFICE COPY 15' I 10'4" I 14' 57'4" APEX TECHNOLOGY IS A FICTITIOUS NAME OWNED BY JAX APIEXTECHNOLOGY INC., A FLORIDA CORPORATION FBPE CA NO. 7547-9000 REGENCY SQUARE BLVD, SUITE 100 JACKSONVILLE, FL 32211- 904.821.5200 BUILDER: SUBDIVISION: LOT NUMBER: 130 5th St MODEL: Diaz Residence DESIGNED/CHECKED: EAC TN - Hi TrueHouse APEX This drawing is not sufficient alone for installation. Additional instructions accompanying this drawing, including BCSI-B1, should be used in conjunction with the architectural and structural plans during installation. If BCSI-131 has not been shipped to the site with the components shown on this page, please contact Apex Technology for a free copy. Permanent bracing for the building, including bracing to resist wind, seismic, or other lateral forces, and permanent bracing for all structural elements, is the responsibility of the Engineer of Record for the structure or the building designer, perANSI/TPI 1- 2014 Chapter 2. NZIP e* i h No 5 13 ' STAT OF :�4C/♦ •. od�C�.L OR`®e®\®®® a DIAZ RESIDENCE 130 5TH STREET ATLANTIC BEACH, FLORIDA PRE DEVELOPMENT AREAS: LOT 8,628 S.F. IMPERVIOUS INCLUDES: EXISTING HOME, DRIVE, SHEDS, WALKS,PADS, 3,093 S.F. TOTAL IMPERVIOUS 3,093 S.F. =.36% V = 3,276 cu. /12 NEW PERVIOUS PAVER POST DEVELOPMENT AREAS: LOT AREA LOT 8,628 S.F. BUILDING AREA 2,698 S.F. DETACHED GARAGE 599 S.F. DRIVEWAY, POOL, 8,628 TERRACE, PADS, STOOPS: 956 S.F. TOTAL IMPERVIOUS 4,253 S.F. =.49 % 0.20 0.10 DESCRIPTION AREA LOT AREA EX1 EXISTING PLANS (SQ. FT.) (SQ. FT.) PREDEVELOPMENT 8,628 s.f. 36% IMPERVIOUS 4,253 8,628 1.00 1 0.49 PERVIOUS 4,375 8,628 0.20 0.10 A6 669 cu. ft. RUNOFF CO. (C) _ 0.59 POST DEVELOPMENT RUNOFF VOLUME = 0.59 x 8,628 S.F. x 9.3 in 112 in / It V = 3,945 cu. ft. DELTA VOLUME =3945-3276 =669 cu ft STORMWATER STORAGE REQUIREMENTS EX1 EXISTING PLANS AREA % IMPERVIOUS RUNOFF VOLUME PREDEVELOPMENT 8,628 s.f. 36% 3,276 cu. ft. POST DEVELOPMENT 8,628 s.f. 49% 3,945 cu. ft. A4 PROPOSED EXTERIOR ELEVATIONS A5 STORAGE VOLUME REQUIRED: A6 669 cu. ft. STORAGE VOLUME PROVIDED: DESIGN CRITERIA AND GENERAL NOTES 742 cu. ft. - NEW BLOCK INSTRUCTION TOILET SILT FENCE (TYP) SEE DETAILS t, )VIDE GUTTER AND DOWNSPOUTS ON NEW GARAGE WITH PIPING DIAZ RESIDENCE 130 5TH STREET ATLANTIC BEACH, FLORIDA CODE REQUIREMENTS " TYPE 5B OCCUPANCY CLASS: GROUP R-3 FLORIDA BUILDING CODE 6th EDITION (2017) RESIDENTIAL FLORIDA BUILDING CODE 6th EDITION (2017) ACCESSIBILITY FLORIDA BUILDING CODE 6th EDITION (2017) PLUMBING FLORIDA BUILDING CODE 6th EDITION (2017) MECHANICAL FLORIDA BUILDING CODE 6th EDITION (2017) ENERGY NATIONAL ELECTRICAL CODE (2014) FLORIDA FIRE PREVENTION CODE 6th EDITION NFPA 101 LIFE SAFETY CODE CURRENT CITY OF ATLANTIC BEACH ZONING AND CONSTRUCTION CODES. "NO UNDERGROUND OR OVERHEAD UTILITIES IN VICINITY OF PROPOSED WORK ALL BEDROOMS IN THIS RESIDENCE TO MEET OR EXCEED THE EMERGENCY ESCAPE AND FIRE REQUIREMENTS BY HAVING AT LEAST ONE WINDOW OPENING PER ROOM OF 5.7 SQUARE FEET AND MEET THE SILL REQUIREMENTS OF LESS THAN 44" ABOVE FINISHED FLOOR. REFER TO WINDOW TAGS AND CORRESPONDING ROUGH OPENING SCHEDULE. TO RETENTION AREA AND - ' A FOUNDATION SURVEY SHALL BE EAN BLVD. PERFORMED AND A COPY OF THE 1n SURVEY SHALL BE ON THE SITE FOR THE BUILDING INSPECTORS PRIOR TO FRAMING INSPECTION OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRETCHED 'p c FROM MARKER TO MARKER TO CONCRETE VERIFY REQUIRED SETBACKS. NO -- PAD UNDER UNDERGROUND OR OVERHEAD UTILITIES IN VICINITY OF PROPOSED SILT FENCE (TYP) ORK SEE DETAILS ALAY N NEW I BLOCK I STEPS __._ N O C E AN B L V D �architectura site plan plan sPt scALE: r=ma O A+ NEW CONC. POOLTERRACE J POOL /NEW CABANA PROVIDE GUTTER AND DOWNSPOUTS ON NEW CABANA WITH PIPING TO RETENTION AREA AND TO OCEAN BLVD. _TRATION = 970 S.F. x 2' DEPTH = CU. FT. x 30% = 582 CU. FT. :NTION = 970 S.F. X 4" DEPTH X.5 = 160 CU. FT. IL STORAGF = 749 C:) I FT SHEETINDEX SP1 SITE PLAN EX1 EXISTING PLANS EX2 EXISTING EXTERIOR ELEVATIONS Al PROPOSED FLOOR PLAN A2 PROPOSED FLOOR PLAN A3 PROPOSED EXTERIOR ELEVATIONS A4 PROPOSED EXTERIOR ELEVATIONS A5 EXTERIOR WALL SECTIONS A6 ELECTRICAL PLAN SO.0 DESIGN CRITERIA AND GENERAL NOTES S1.0FOUNDATION PLAN 81.01 FOUNDATION DETAILS S1.1 1ST LEVEL WALL FRAMING PLAN S1.2 FLOOR AND LOW ROOF FRAMING PLAN S1.3 2ND LEVEL WALL FRAMING PLAN SlA ROOF FRAMING PLAN S1.5 GARAGE PLAN S2.0 TYPICAL DETAILS S2.1 TYPICAL CMU DETAILS S2.2 WOOD FRAMING DETAILS S2.3 MISC DETAILS S2.4 MISC DETAILS S2.5 MISC DETAILS FULL EROSION CONTROL MEASURES MUST BE INSTALLED PRIOR TO BEGINNING OF ANY EARTH DISTURBING ACTIVITIES. ALL RUNOFF MUST REMAIN ON-SITE DURING CONSTRUCTION. CANNOT RAISE SITE ELEVATION. CONSTRUCTION DUMPSTER CANNOT BE PLACED IN CITY RIGHT OF WAY. FULL RIGHT OF WAY RESTORATION, 1 INCLUDING SOD, IS REQUIRED. KEVIN I;, MUL,LICAN nF-51GNr-1;, INC ( 904) 745-5574 COVERAGE OF LOT EXISMMCOVERAGE LOT AREA: 8,638S.F. HOMES STEPS: 1,978 SF. DRIVEWAY 8 WALWAYS: 740 S.F. GARAGE: 375 S.F. TOTAL IMPERVIOUS: 3,0935 F. % COVERAGE x,093-8,626-.36% PROPOSEDCOVERAGE: LOT AREA: 8.628 S.F HOME, STAIRS AND CABANA: 2,=SF. DETACHED GARAGE: 599 B.F. DRNEWAY(PERVIOUS PAVERS): (UO .R.5PAM :0%): 4203.F. 58 B.F. POOL TERRACE B COPING: 478 S.F. TOTAL IMPERVIOUS: 4.253 S.F. % OF COVERAGE = 4,253- 8,628=,49% N. DATE: REVISIONS 04 HOMF PF-NOVA110N FOP, KF�L.L-Y & MIKE PIAZ APCHIT?CTLIIZAL 51TiE PLAN mn aroeln9 m m netnnn«:t or .e11ce eed a. proQ erty of KeNn E Mulllcpn. and hall e I.r a t- u y. mo a.e er ale >t,on orglea .n. t« IN'' R W R N pro- pwo� mid puNkotlon a.:eot ...n,e.dy Ix,Iaa m Job N« 17.7.02 fine.! N. Dat.: Swlx I.10'4" 5a.�. DIAZ RESIDENCE 130 5TH STREET ATLANTIC BEACH, FLORIDA POSTDEVELOPMENT 1 EXISTING PLANS AREAS: (SO. FT.) PREDEVELOPMENT LOT 8,628 S,F. PRE DEVELOPMENT AREAS: - 0.49 LOT 8,628 S.F. BUILDING AREA 2,698 S.F. IMPERVIOUS INCLUDES DETACHED GARAGE 599 S.F. EXISTING HOME, DRIVE, DRIVEWAY, POOL, 742 w. ft. SHEDS, WALKS,PADS, 3,093 S.F. TERRACE, PADS, STOOPS: 956 S.F. TOTAL IMPERVIOUS 3.093 S.F. =.36% TOTAL IMPERVIOUS 4.253 S.F. =.49% Wtd IMPERVIOUS 3,093 8,628 1.00 PERVIOUS 5,535 8,628 0.20 RUNOFF C( PRE DEVELOPMENT RUNOFF VOLUME = 0.49 x 8.628 S F x 9 31n / 121n /ft V = 3,276 cu. ft. DESCRIPTION AREA LOTAREA I 1 EXISTING PLANS (SQ. FTJ (SO. FT.) PREDEVELOPMENT Wtd "C" IMPERVIOUS 4,2538,628 POST DEVELOPMENT 1,00 0.49 PERVIOUS 4,375 8,828 0.20 0.10 AS 669 cu. ft. RUNOFF CO. (C) = 0.69 DIAZ RESIDENCE 130 5TH STREET ATLANTIC BEACH, FLORIDA CODE REQUIREMENTS TYPE 513 OCCUPANCY CLASS: GROUP R-3 FLORIDA BUILDING CODE 6th EDITION (2017) RESIDENTIAL 1 FLORIDA BUILDING CODE 6th EDITION (2017) ACCESSIBILITY FLORIDA BUILDING CODE 6th EDITION (2017) PLUMBING FLORIDA BUILDING CODE 6th EDITION (201 7) MECHANICAL FLORIDA BUILDING CODE 6th EDITION (2017) ENERGY NATIONAL ELECTRICAL CODE (2014) FLORIDA FIRE PREVENTION CODE 6th EDITION NFPA 101 LIFE SAFETYCODE CURRENT CITY OF ATLANTIC BEACH P057 DEVELOPMENT RUNOFF VOLUME =059x8828SF x93in in 112 /ft ZONING AND CONSTRUCTION CODES. cu. V = 3,945 ft. - NO UNDERGROUND OR OVERHEAD UTILITIES IN VICINITY OF PROPOSED DELTA VOLUME =3,945-3276 =669 cu ft WORK _ *ALL BEDROOMS IN THIS RES STORMWATER STORAGE REQUIREMENTS EXt EXISTING PLANS AREA %IMPERVIOUS RUNOFF VOLUME PREDEVELOPMENT 8,628 s.f. 38 °!o 3,276 a3. ft. POST DEVELOPMENT 8,628 S.f. 49% 3,945 cu. ft. A4 PROPOSED EXTERIOR ELEVATIONS AS STORAGE VOLUME REQUIRED: AS 669 cu. ft. STORAGE VOLUME PROVIDED: DESIGN CRITERIA AND GENERAL NOTES 742 w. ft. DENCE TO MEET OR EXCEED THE EMERGENCY ESCAPE AND FIRE REQUIREMENTS BY HAVING AT LEAST ONE WINDOW OPENING PER ROOM OF 5.7 SQUARE FEET AND MEET THE SILL REQUIREMENTS OF LESS THAN 44'ABOVE FINISHED FLOOR. REFER TO WINDOW TAGS AND CORRESPONDING ROUGH SHEETINDEX SP1 SITE PLAN EXt EXISTING PLANS EX2 -EXISTING EXTERIOR ELEVATIONS Al PROPOSED FLOOR PLAN A2 PROPOSED FLOOR PLAN A3 PROPOSED EXTERIOR ELEVATIONS A4 PROPOSED EXTERIOR ELEVATIONS AS EXTERIOR WALL SECTIONS AS ELECTRICAL PLAN SO.0 DESIGN CRITERIA AND GENERAL NOTES S1.0 FOUNDATION PLAN S1.01 FOUNDATION DETAILS S1.1 1ST LEVEL WALL FRAMING PLAN SI.2 FLOOR AND LOW ROOF FRAMING PLAN S1.3 2ND LEVEL WALL FRAMING PLAN SIA ROOF FRAMING PLAN S1.5 GARAGE PLAN S2.0 TYPICAL DETAILS S2.1 TYPICAL CMU DETAILS 52.2 WOOD FRAMING DETAILS S2.3 MISC DETAILS S2.4 MISC DETAILS S2.5 MISC DETAILS NEW RENOVATED TWO STORY HOME 1 - `--NEWCONC. OPENING SCHEDULE. r� high paver drtveway CONSTRUCTION PROVIDE GUTTER AND DOWNSPOUTS NEW PAD.1 BLOC tZ TOILET ON NEW GARAGE WITH PIPING WALL ROSION CONTROL MEASURES A7FE I -- SILT FENCE (TYP) TO RETENTION AREA AND * A FOUNDATION SURVEY SHALL BE BE INSTALLED PRIOR TO PROVIDE GUTTER AND DOWNSPOUTS SEE DETAILS 0° Oy-176 ) EAN BLVD. PERFORMED AND A COPY OF THE NING OF ANY. EARTH MATE IAL LAY u _ SURVEY SHALL BE ON THE SITE FOR BING ACTIVITIES. NEW PERVIOUS --- _-__ y THE BUILDING INSPECTORS PRIOR TO FRAMING INSPECTION OR ALL PAVER L_F PROPERTY MARKERS SHALL BE NOFF MUST REMAIN ON-SITEDRIVEWAY EXPOSED AND A STRING STRETCHED G CONSTRUCTION. CANNOTN,FROM MARKER TO MARKER TO SITE ELEVATION.CONCRETE VERIFY REQUIRED SETBACKS. NOr—T'�`.r UNDERGROUND OR OVERHEAD O RUCTION DUMPSTER CANNOTGA GE PAD UNDER UTILITIES VICINITY OF PROPOSEDSILT CED IN CITY RIGHT OF WAY.0 t FENCE RKSEE (TVP) DETAILS IGHT OF WAY RESTORATION,(� ING SOD, IS REQUIRED. NEW RENOVATED TWO STORY HOME 1 `--NEWCONC. 1 I r� 1 HOME & STEPS: CRNEN,AY&VJALY✓AYS' CONCR E r NEW PAD.1 BLOC tZ SCREE ?i OF CO'rR9 .E =d.083- 9,528=.35 SF WALL NEW I -- — 1 B.ti • PROVIDE GUTTER AND DOWNSPOUTS 1 a20 S.F. SASF. CON RUCTION NEW MATE IAL LAY BLOCK DO AREA_J STEPS — ,- N 0° 01'58* W O C E AN B L V D cTCitl'tt;CtLI-�I SI�.G, 11�r1 5Pi s� `--NEWCONC. r� POOLTERRACE HOME & STEPS: CRNEN,AY&VJALY✓AYS' N NEW 315 S.F. tZ POOL ?i OF CO'rR9 .E =d.083- 9,528=.35 SF FFlOFOS_-CO✓EPAGE' NEW LOTAREz C CABANA I • PROVIDE GUTTER AND DOWNSPOUTS (8a0 S.F. x. 564F1 FAGS a20 S.F. SASF. ON NEW CABANA WITH PIPING 1;1 -CTRL rMPEPJ:OrJS' TO RETENTION AREA AND i TO OCEAN BLVD.— 4TION = 970 S.F. x 2' DEPTH = FT. x 30% = 582 CU, FT. ON = 970 S.F. X 4" DEPTH X.5 = 160 CU. FT. rORAGF = 749 M I F KEVIN E�, MUULICAN f?�SIGN�I;, INC ('904) 76Y5-5574 COVERAGE OF LOT FhiSTING CO`JERArE LOTAREA. A.928 Sf. HOME & STEPS: CRNEN,AY&VJALY✓AYS' 18]8 S.F. 7405F. GARAGE: 315 S.F. TOT0.L IA:oEFMOVS: 3,093 S.F. ?i OF CO'rR9 .E =d.083- 9,528=.35 SF FFlOFOS_-CO✓EPAGE' LOTAREz 8,628 SF. NOME, ;TARS AND CSPANA: 2,598 S.F. CETACNEO—FAGS L:.iVc 'RV (FE"OJS P9✓ER51: 599 SF. (8a0 S.F. x. 564F1 FAGS a20 S.F. SASF. FOO. TERRACE&COPING: 478 SF. -CTRL rMPEPJ:OrJS' 4263 SF. .. CF COV=ERAGE =4.25-9.628= 49% Na DAM MrAlom arc m rar,s HOMF- MNOVA110N FOIZ KrL-LY & MIKE 171AZ Atzc�tlT�cn.r�Al_ 51Tr� PLAN mr �rewH r � •.I,.,r.rt a ..Ie. aw ur .W -y odlr U 'kh N. Gins 1/5/'4018 a r ro — r m' arr DIAZ RESIDENCE 130 5TH STREET ATLANTIC BEACH, FLORIDA PRE DEVELOPMENT AREAS: LOT 8,628 S.F. IMPERVIOUS INCLUDES: EXISTING HOME, DRIVE, SHEDS, WALKS,PADS, 3,093 S.F. TOTAL IMPERVIOUS 3.093 S.F.= .36 % DESCRIPTION AREA LOT AREA (SO. FT.) (SQ. FT.) "C" VlAd "C, IMPERVIOUS 3,093 8,828 1.00 0,36 PERVIOUS 5.535 8,628 0.20 0.13 4.253 S.F. =.49% 1 0.200.10 RUNOFF CO. (C)= 0.49 PRE DEVELOPMENT RUNOFF VOLUME =049x8628SF x93in /12 in /ft V = 3,276 cu. ft. NEW PERVIOUS PAVER REVISED A P P R 49 102- w�2 -jA0 POST. DEVELOPMENT AREAS: LOT AREA LOT 8,628 S.F. BUILDING AREA 21698 S.F. DETACHED GARAGE 599 S.F. DRIVEWAY, POOL, 8,628 TERRACE, PADS, STOOPS: 956 S.F. TOTAL IMPERVIOUS 4.253 S.F. =.49% 1 0.200.10 STORAGE VOLUME REQUIRED: DESCRIPTION AREA LOT AREA EX1 EXISTING PLANS (SQ. FT.) (SQ. FT,) "C" Wtd "C„ IMPERVIOUS 4,253 8,628 1 1.00 0.49 PERVIOUS 4,375 8,628 1 0.200.10 STORAGE VOLUME REQUIRED: A6 669 cu. ft. RUNOFF CO(C)= 0.59 POST DEVELOPMENT RUNOFF VOLUME = 0.59 x 8.628 S.F. x 9.3 In / 12 in III V = 3,945 cu. ft. DELTA VOLUME =3,945-3276 =669 cu ft STORMWATER STORAGE REQUIREMENTS EX1 EXISTING PLANS AREA %IMPERVIOUS RUNOFFVOLUME PREDEVELOPMENT 8,628 s.f. 36% 3,276 cu. ft. POST DEVELOPMENT 8,628 s.f. 49% 3,945 cu. ft. A4 PROPOSED EXTERIOR ELEVATIONS A5 STORAGE VOLUME REQUIRED: A6 669 cu. ft. STORAGE VOLUME PROVIDED: TYPICAL CMU DETAILS 742 cu. ft. NEW F- W LLI F -- N S F WE 1 I 1 1 I I i 1 NSTRUCTION TOILET SILT FENCE (TYP) SEE DETAILS D RENOVATED TWO STORY HOME DON4RUCTION I ANEW MATALLAY LOCK AREA_ STEPS tet„ N 0° 01' 58° W O C E AN B L V D a chscta ai Site p11 SP1 )VIDE GUTTER AND DOWNSPOUTS ON NEW GARAGE WITH PIPING TO RETENTION AREA AND EAN BLVD. cr CONCRETE ---- PAD UNDER SILT FENCE (TYP) fSEE DETAILS DIAZ RESIDENCE 130 5TH STREET ATLANTIC BEACH, FLORIDA CODE REQUIREMENTS *TYPE 5B OCCUPANCY CLASS: GROUP R-3 FLORIDA BUILDING CODE 8th EDITION (2017) RESIDENTIAL FLORIDA BUILDING CODE 6th EDITION (2017) ACCESSIBILITY FLORIDA BUILDING CODE 6th EDITION (2017) PLUMBING FLORIDA BUILDING CODE 6th EDITION (2017) MECHANICAL FLORIDA BUILDING CODE 6th EDITION (2017) ENERGY NATIONAL ELECTRICAL CODE (2014) FLORIDA FIRE PREVENTION CODE 6th EDITION NFPA 101 LIFE SAFETY CODE CU RRENT CITY OF ATLANTIC BEACH ZONING AND CONSTRUCTION CODES. * NO UNDERGROUND OR OVERHEAD UTILITIES IN VICINITY OF PROPOSED WORK *ALL BEDROOMS IN THIS RESIDENCE TO MEET OR EXCEED THE EMERGENCY ESCAPE AND FIRE REQUIREMENTS BY HAVING AT LEAST ONE WINDOW OPENING PER ROOM OF 5.7 SQUARE FEET AND MEET THE SILL REQUIREMENTS OF LESS THAN 44"ABOVE FINISHED FLOOR. REFER TO WINDOW TAGS AND CORRESPONDING ROUGH OPENING SCHEDULE. *A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON THE SITE FOR THE BUILDING INSPECTORS PRIOR TO FRAMING INSPECTION OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. NO UNDERGROUND OR OVERHEAD UTILITIES IN VICINITY OF PROPOSED � ��NEW CONC. r� POOLTERRACE 0 �1 NEW +'.. II xym POOL ! / CABANA PROVIDE GUTTER AND DOWNSPOUTS ON NEW CABANA WITH PIPING TO RETENTION AREA AND TO OCEAN BLVD.- .TRATION = 970 S.F. x 2' DEPTH = CU. FT. x 30% = 582 CU. FT. :NTION = 970 S.F. X 4" DEPTH X.5 = 160 CU. FT. ,I_ STORArr = 7A'Y M 1 FT SHEETINDEX SP1 SITE PLAN EX1 EXISTING PLANS EX2 EXISTING EXTERIOR ELEVATIONS Al PROPOSED FLOOR PLAN A2 PROPOSED FLOOR PLAN A3 PROPOSED EXTERIOR ELEVATIONS A4 PROPOSED EXTERIOR ELEVATIONS A5 EXTERIOR WALL SECTIONS A6 ELECTRICAL PLAN SO.0 DESIGN CRITERIA AND GENERAL NOTES S1.0 FOUNDATION PLAN 51.01 FOUNDATION DETAILS S1.1 IST LEVEL WALL FRAMING PLAN $1.2 FLOOR AND LOW ROOF FRAMING PLAN S1.3 2ND LEVEL WALL FRAMING PLAN S1.4 ROOF FRAMING PLAN 81.5 GARAGE PLAN S2.0 TYPICAL DETAILS S2.1 TYPICAL CMU DETAILS S2.2 WOOD FRAMING DETAILS S2.3 MISC DETAILS S2.4 MISC DETALS S2.5 MSC DETAILS FULL EROSION CONTROL MEASURES MUST BE INSTALLED PRIOR TO BEGINNING OF ANY EARTH DISTURBING ACTIVITIES. ALL RUNOFF MUST REMAIN ON-SITE DURING CONSTRUCTION. CANNOT RAISE SITE ELEVATION. CONSTRUCTION DUMPSTER CANNOT BE PLACED IN CITY RIGHT OF WAY. FULL RIGHT OF WAY RESTORATION, INCLUDING SOD, IS REQUIRED. REVISED APPROWD KEVIN I,. MULLIGAN pC;51GN�p, INC C 9©4> 745-5574 COVERAGE OF LOT 154STINGMERAre Lor AREA. SAGGSF. HOME 3 STEFS: I,9r95.f. CP.NEVJIY&Yr_U'AY5: MaGARAGE: 3755.f. TOTAL WFcF,1iOUS: 3,033 SF. % CO'rRAGE x,093-8.528=.36% FROP05mcolrRArc LOTAREk 8.520SF kOME, STAIRS AND CASANA: 2,6995F. DETACHED GARAGE 599S.F. CPIVCV IY (FER ACUS PAVER.S): (S9u S F r. S05b} 920 S.F. PAPS 59 S.F. `x TERRACE&COPING: 4765F. OTALIMPMI S,. 42535F. % COVERAGE =4253-0.528=49% n-Aw womwrs HOME; MNOVA11ON FOP KELLY & MIKF_ i2IAZ AJ2CNIYBCTUf2PJ.. SI'CB PLAN nae •.+er r .' r.u.n«e r ..we. w w pr'a•- .."�ie ,W Ire i?.meq fwE Mes Orfet 1/5!2018 desM1 Y.E.41, OAWk DIAZ RESIDENCE LOT AREA 130 5TH STREET 8,628 S.F. ATLANTIC BEACH, FLORIDA 2,698 S.F. PRE DEVELOPMENT AREAS: 599 S.F. LOT 8,628 S.F. 8,628 IMPERVIOUS INCLUDES: 956 S.F. EXISTING HOME, DRIVE, 4,253 S.F. =.49 % SHEDS, WALKS,PADS, 3,093 S.F. 0.10 TOTAL IMPERVIOUS 3,093 S.F.=.36% RUNOFF CO. (C) = 0.59 DESCRIPTION AREA LOT AREA (SQ. FT.) (SQ. FT.) IMPERVIOUS 3,093 8,628 PERVIOUS 5,535 8,628 V = 3,276 cu. Wtd'Y 0.36 0.13 0.49 POST DEVELOPMENT AREAS: LOT AREA LOT 8,628 S.F. BUILDING AREA 2,698 S.F. DETACHED GARAGE 599 S.F. DRIVEWAY, POOL, 8,628 TERRACE, PADS, STOOPS: 956 S.F. TOTAL IMPERVIOUS 4,253 S.F. =.49 % 0.20 0.10 DESCRIPTION AREA LOT AREA EXt EXISTING PLANS (SQ. FT.) I (SQ. FT.) I Wid "C" IMPERVIOUS 4,253 8,628 1.00 0.49 PERVIOUS 4,375 8,628 0.20 0.10 AS RUNOFF CO. (C) = 0.59 = U.49 x 8,628 S.F. x 9.3 in. / 12 in. / ft POST DEVELOPMENT RUNOFF VOLUME = 0.59 x 8,628 S.F. x 9.3 in. 112 in. / It V = 3,945 cu. ft. DELTA VOLUME =3945-3276 =669 cu ft NEW PERVIOUS PAVER DRIVEWAY STORMWATER STORAGE REQUIREMENTS EXt EXISTING PLANS AREA % IMPERVIOUS EXISTING EXTERIOR ELEVATIONS PREDEVELOPMENT 8,628 s.f. 36% Cu. POST DEVELOPMENT 8,628 s.f. 149% Mft. A4 PROPOSED EXTERIOR ELEVATIONS A5 STORAGE VOLUME REQUIRED: AS STORAGE VOLUME PROVIDED: DESIGN CRITERIA AND GENERAL NOTES NEW BLOCK DIAZ RESIDENCE 130 5TH STREET ATLANTIC BEACH, FLORIDA CODE REQUIREMENTS TYPE 5B OCCUPANCY CLASS: GROUP R-3 FLORIDA BUILDING CODE 6th EDITION (2017) RESIDENTIAL FLORIDA BUILDING CODE 6th EDITION (2017) ACCESSIBILITY FLORIDA BUILDING CODE 6th EDITION (2017) PLUMBING FLORIDA BUILDING CODE 6th EDITION (2017) MECHANICAL FLORIDA BUILDING CODE 6th EDITION (2017) ENERGY NATIONAL ELECTRICAL CODE (2014) FLORIDA FIRE PREVENTION CODE 6th EDITION NFPA 101 LIFE SAFETY CODE CURRENT CITY OF ATLANTIC BEACH ZONING AND CONSTRUCTION CODES. NO UNDERGROUND OR OVERHEAD UTILITIES IN VICINITY OF PROPOSED WORK ALL BEDROOMS IN THIS RESIDENCE TO MEET OR EXCEED THE EMERGENCY ESCAPE AND FIRE REQUIREMENTS BY HAVING AT LEAST ONE WINDOW OPENING PER ROOM OF 5.7 SQUARE FEET AND MEET THE SILL REQUIREMENTS OF LESS THAN 44" ABOVE FINISHED FLOOR. REFER TO WINDOW TAGS AND CORRESPONDING ROUGH SHEETINDEX SPI SITE PLAN EXt EXISTING PLANS EX2 EXISTING EXTERIOR ELEVATIONS Al PROPOSED FLOOR PLAN A2 PROPOSED FLOOR PLAN A3 PROPOSED EXTERIOR ELEVATIONS A4 PROPOSED EXTERIOR ELEVATIONS A5 EXTERIOR WALL SECTIONS AS ELECTRICAL PLAN S0.0 DESIGN CRITERIA AND GENERAL NOTES S1.0FOUNDATION PLAN 51.01 FOUNDATION DETAILS Sl .1 1ST LEVEL WALL FRAMING PLAN S1.2 FLOOR AND LOW ROOF FRAMING PLAN 51.3 2ND LEVEL WALL FRAMING PLAN S1.4 ROOF FRAMING PLAN S1.5 GARAGE PLAN S2.0 TYPICAL DETAILS S2.1 TYPICAL CMU DETAILS S2.2 WOOD FRAMING DETAILS S2.3 MISC DETAILS S2.4. MISC DETAILS S2.5 MISC DETAILS I I 1 1 CONCRE PAD: BLOCI SCREE WALL I J 1 In I �CONST ATE�2IAL LAY DOWN AREA NEW BLOCK STEPS 1' 58" W 75.00 O C E AN B L V D I a-chitectural site pl v sP1 scALe r=m- EXPOSED AND A STRING STRETCHED DURING CONSTRUCTION. CANNOT FROM MARKER TO MARKER TO RAISE SITE ELEVATION. ` CONCRETE VERIFY REQUIRED SETBACKS. NO CONSTRUCTION DUMPSTER CANNOT < PAD UNDER UNDERGROUND OR OVERHEAD BE PLACED IN CITY RIGHT OF WAY. UTILITIES IN VICINITY OF PROPOSED 5SEE FENCE (TYP) ORK. DETAILS FULL RIGHT OF WAY RESTORATION, INCLUDING SOD, IS REQUIRED. � ) POOLTERRACE / POOL /NEW CABANA PROVIDE GUTTER AND DOWNSPOUTS ON NEW CABANA WITH PIPING TO RETENTION AREA AND TO OCEAN BLVD.- _TRATION = 970 S.F. x 2' DEPTH= CU. FT. x 30% = 582 CU. FT. .NTION = 970 S.F. X 4" DEPTH X.5 = 160 CU. FT. IL STORAGE = 742 rl I FT KEVIN F. MUL-LICAN PE5161NE12, INC <904> 745-5574 . COVERAGE OF LOT OPENING SCHEDULE. CONSTRUCTION 8,528 S.F. HOME & STEPS 1,978 S.F. TOILET & PROVIDE GUTTER AND DOWNSPOUTS. GARAGE: 3755 F. TOTAL IMPERVIOUS: ON NEW GARAGE WITH PIPING % COVERAGE x,093- 8,628=..38% Q FULL EROSION CONTROL MEASURES SILT FENCE (TYP) TO RETENTION AREA AND ' A FOUNDATION SURVEY SHALL BE MUST BE INSTALLED PRIOR TO / SEE DETAILS= p1' 9" 7 .O6 M) EAN BLVD. p .06,.._., PERFORMED AND A COPY OF THE SURVEY SHALL BE ON THE SITE FOR BEGINNING OF ANY EARTH , DISTURBING ACTIVITIES. I' u THE BUILDING INSPECTORS PRIOR TO FRAMING INSPECTION OR ALL j PROPERTY MARKERS SHALL BE ALL RUNOFF MUST REMAIN ON-SITE I I 1 1 CONCRE PAD: BLOCI SCREE WALL I J 1 In I �CONST ATE�2IAL LAY DOWN AREA NEW BLOCK STEPS 1' 58" W 75.00 O C E AN B L V D I a-chitectural site pl v sP1 scALe r=m- EXPOSED AND A STRING STRETCHED DURING CONSTRUCTION. CANNOT FROM MARKER TO MARKER TO RAISE SITE ELEVATION. ` CONCRETE VERIFY REQUIRED SETBACKS. NO CONSTRUCTION DUMPSTER CANNOT < PAD UNDER UNDERGROUND OR OVERHEAD BE PLACED IN CITY RIGHT OF WAY. UTILITIES IN VICINITY OF PROPOSED 5SEE FENCE (TYP) ORK. DETAILS FULL RIGHT OF WAY RESTORATION, INCLUDING SOD, IS REQUIRED. � ) POOLTERRACE / POOL /NEW CABANA PROVIDE GUTTER AND DOWNSPOUTS ON NEW CABANA WITH PIPING TO RETENTION AREA AND TO OCEAN BLVD.- _TRATION = 970 S.F. x 2' DEPTH= CU. FT. x 30% = 582 CU. FT. .NTION = 970 S.F. X 4" DEPTH X.5 = 160 CU. FT. IL STORAGE = 742 rl I FT KEVIN F. MUL-LICAN PE5161NE12, INC <904> 745-5574 . COVERAGE OF LOT EXISTING COVERAGE: LOTAREA: 8,528 S.F. HOME & STEPS 1,978 S.F. DRIVEWAY& WALWAYS: 740S F. GARAGE: 3755 F. TOTAL IMPERVIOUS: 3.093 B.F. % COVERAGE x,093- 8,628=..38% PROPOSED COVERAGE: LOTAREA: 8.628 SY HOME, STAIRS AND CABANA2,6985 F. DETACHED GARAGE: 59D S.F. DRIVEWAY (PERVIOUS PAVERS) : (840 S.F.x 50%): -S.F. PADS 58 S.F. POOL TERRACE 8 COPING: 478 S.F. TOTAL IMPERVIOUS: 42538.F. % OF COVERAGE = 4,253_ 8.MS=- .49% No: DAIS: REVISIONS: HOMF- Pr�NOVATION FOp KF -LL -Y &`MIKE PAZ �ncHirEcru�ai, SITE I'�AN Thle trawN9 . hiahumenl o/ eervlce entl Uro poaarty o!1 Kevin E. Mulcan. nm shall bF his property. the use off WM 6owNq shall e roetrktetl 1p the ai9lnol .Ile fw whkh Il N prr wd'°'i w4 puNkatbn ,hereof b mmmmly lYnlled b ,b8 Na Na Deb:.. u,/zele same: r •Toro^ 5�� Drown: Ff.,Y. cnemrw: DIAZ RESIDENCE LOT AREA 130 5TH STREET LOT ATLANTIC BEACH, FLORIDA S.F. PRE DEVELOPMENT AREAS: 2,698 LOT 8,628 S.F. DETACHED GARAGE IMPERVIOUS INCLUDES: S.F. EXISTING HOME, DRIVE, 8,628 SHEDS, WALKS,PADS, 3,093 S.F. TERRACE, PADS, STOOPS: TOTAL IMPERVIOUS 3,093 S.F.= 36% S.F. DESCRIPTION AREA LOTAREA 4,253 S.F. = 49 % (SQ. FT.) (SQ. FT:) FOUNDATION PLAN IMPERVIOUS 3,093 8,628 1.00 0.36 PERVIOUS. 5,535 8,628 0.20 0.13 RUNOFF CO. (C) = 0.49 PRE DEVELOPMENT RUNOFF VOLUME = 0.49 x 8,628 S.F. x 9.3 in / 12 in / It 2ND LEVEL WALL FRAMING PLAN V = 3,276 cu. ft. ROOF FRAMING PLAN NEW PERVIOUS PAVER DRIVEWAY POST DEVELOPMENT AREAS: LOT AREA EX1 LOT 8,628 S.F. BUILDING AREA 2,698 S.F. DETACHED GARAGE 599 S.F. DRIVEWAY, POOL, 8,628 0.20 TERRACE, PADS, STOOPS: 956 S.F. TOTAL IMPERVIOUS 4,253 S.F. = 49 % 742 cu. ft. FOUNDATION PLAN DESCRIPTION AREA LOT AREA EX1 EXISTING PLANS (SQ. FT.) (SQ. FT.) "C" Wttl "C" IMPERVIOUS 4,253 8,628 1.00 0.49 PERVIOUS 4,375 8,628 0.20 0.10 AS 669 cu. ft. RUNOFF CO. (C) = 1 0.59 POST DEVELOPMENT RUNOFF VOLUME = 0.59 x8,628 S.F.x9.3 in / 12 in /ft V = 3,945 cu. ft. DELTA VOLUME = 3,945 - 3,276 = 669 cu ft STORMWATER STORAGE REQUIREMENTS EX1 EXISTING PLANS AREA % IMPERVIOUS RUNOFFVOLUME PREDEVELOPMENT 8,628 s.f. 36% 3,276 cu. ft. POST DEVELOPMENT 8,628 s.f. 49 % 3,945 cu. ft. A4 PROPOSED EXTERIOR ELEVATIONS A5 STORAGE VOLUME REQUIRED: AS 669 cu. ft. STORAGE VOLUME PROVIDED: DESIGN CRITERIA AND GENERAL NOTES 742 cu. ft. DIAZ RESIDENCE 130 5TH STREET ATLANTIC BEACH, FLORIDA CODE REQUIREMENTS . TYPE 5B OCCUPANCY CLASS: GROUP R-3 FLORIDA BUILDING CODE 6th EDITION (2017) RESIDENTIAL FLORIDA BUILDING CODE 6th EDITION (2017) ACCESSIBILITY FLORIDA BUILDING CODE 6th EDITION (2017) PLUMBING FLORIDA BUILDING CODE 6th EDITION (2017) MECHANICAL FLORIDA BUILDING CODE 6th EDITION (2017) ENERGY NATIONAL ELECTRICAL CODE (2014) FLORIDA FIRE PREVENTION CODE 6th EDITION NFPA 101 LIFE SAFETY CODE CURRENT CITY OF ATLANTIC BEACH ZONING AND CONSTRUCTION CODES. *NO UNDERGROUND OR OVERHEAD UTILITIES IN VICINITY OF PROPOSED WORK `ALL BEDROOMS IN THIS RESIDENCE TO MEET OR EXCEED THE EMERGENCY ESCAPE AND FIRE REQUIREMENTS BY HAVING AT LEAST ONE WINDOW OPENING PER ROOM OF 5.7 SQUARE FEET AND MEET THE SILL REQUIREMENTS OF LESS THAN 44" ABOVE FINISHED FLOOR. REFER TO WINDOW TAGS AND CORRESPONDING ROUGH SHEETINDEX SP1 SITE PLAN EX1 EXISTING PLANS EX2 EXISTING EXTERIOR ELEVATIONS Al PROPOSED FLOOR PLAN A2 PROPOSED FLOOR PLAN A3 PROPOSED EXTERIOR ELEVATIONS A4 PROPOSED EXTERIOR ELEVATIONS A5 EXTERIOR WALL SECTIONS AS ELECTRICAL PLAN S0.0 DESIGN CRITERIA AND GENERAL NOTES S1.0 FOUNDATION PLAN 51.01 FOUNDATION DETAILS S1.1 1ST LEVEL WALLFRAMING PLAN S1.2 FLOOR AND LOW ROOF FRAMING PLAN S1.3 2ND LEVEL WALL FRAMING PLAN S1.4 ROOF FRAMING PLAN S1.5 GARAGE PLAN S2.0 TYPICAL DETAILS S2.1 TYPICAL CMU DETAILS 82.2 WOOD FRAMING DETAILS S2.3 MISC DETAILS 82.4 MISC DETAILS 82.5 MISC DETAILS O C EA N B L V D -------------- Q architectural site plat SP1 SCALE: i'=1U-0° 0 KEVIN F�, MUL-I,ICAN I��SIGN�f?, INC ( 904) 745-5574 COVERAGE OF LOT CONSTRUCTION TOILET SILT FENCE (TYP) SEE DETAILSEAN PROVIDE GUTTER ON NEW GARAGE TO RETENTION 7 .06 M) 9' B.R.L.- _ t P, AND y i OPENING SCHEDULE. DOWNSPOUTS WITH PIPING AREA AND ' A FOUNDATION SURVEY SHALL BE BLVD. PERFORMED AND A COPY OF THE SURVEY SHALL BE ON THE SITE FOR THE BUILDING INSPECTORS PRIOR To FRAMING INSPECTION OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRETCHED FROM MARKER TO MARKER TO FULL EROSION CONTROL MEASURES MUST BE INSTALLED PRIOR TO BEGINNING OF ANY EARTH DISTURBING ACTIVITIES. ALL RUNOFF MUST REMAIN ON-SITE DURING CONSTRUCTION. CANNOT RAISE SITE ELEVATION. HOME & STEPS : 1,978 S.F. DRIVEWAY& WA -WAYS: NEW - -TW S.TO Y._I a CONCRETE VERIFY REQUIRED SETBACKS. NO CONSTRUCTION DUMPSTER CANNOT 3,093 S.F. %OF COVERAGE J,093-8,828=.35% GARAGE r UNDERGROUND OR OVERHEAD PAD UNDER BE PLACED IN CITY RIGHT OF WAY. 0 n UTILITIES IN VICINITY OF PROPOSED _SILT FENCE (TYP) ORK. SEE DETAILS FULL RIGHT OF WAY RESTORATION, INCLUDING SOD, IS REQUIRED. r NEW BLOCK y NEW CONC. STEPS rr� POOL TERRACE RENOVATED ; TWO NEW STORY HOME • ` °�� POOL •. �. •; •. r NEW W- I � --- --- ., i _ i a CABANA W _- ---- PROVIDE PROVIDE GUTTER AND DOWNSPOUTS ON NEW CABANA WITH PIPING i TO RETENTION AREA AND I CONCREyT'E L2 TO OCEAN BLVD. F 1 BLOCI¢ II En = SCREEN it a WAL it a J' t r ----------------- - - _- - 0 I ROPOSED STORAGE AREA: 1 a FILTRATION =. 970 S.F. x 2' DEPTH = CONSTRUCTION NEW i 940 CU. FT. x 30% = 582 CU. FT, MATE IAL LAY I N_AREA BLOCK DOW 1 STEPS ETENTION = 970 S.F. X 4" DEPTH X .5 = 160 CU. FT. I " - "- - - • - • • - -- -- ---. - - _ -- . - TOTAL STORAGE = 742 CU. FT. N 0° 01' 58" W 75.00(M) O C EA N B L V D -------------- Q architectural site plat SP1 SCALE: i'=1U-0° 0 KEVIN F�, MUL-I,ICAN I��SIGN�f?, INC ( 904) 745-5574 COVERAGE OF LOT EXISTING COVERAGE: LOTAREA: 8,628 S.F. HOME & STEPS : 1,978 S.F. DRIVEWAY& WA -WAYS: 740S.F. GARAGE: 375 S. F. TOTAL IMPERVIOUS: 3,093 S.F. %OF COVERAGE J,093-8,828=.35% PROPOSED COVERAGE: LOT AREA: 8.628 SF HOME, STAIRS AND CABANA: 2.698 SF. DETACHEDGARAGE: 599SF. DRIVEWAY (PERVIOUS PAVERS)' ( 840 S.F, 150%j: 420 S F. PADS 58 S.F. POOL TERRACE & COPING: 478 SF. -IMPERVIOUS: A72vsF % OFCOVERAGE = 4,253- 8,628=.q9% No: DAIS: REVISIONS: HOMF- p[�NOVA110N FOP KF -U -Y & MIKE PIAZ A?CHITV�CTUf?AL 51TE PLAN TEM .lty f Kevin E. M. on Inatr of ae.N44 anE N,e PiemaFM1la of llican. tl eM1a11 Ee r4ehlOdE to I�Aef ThFd Mte tar xEktrawlnkp e qa.a mroe. wNl�i 'i�«eo� I. mmr.wr ImRaa �o JOE Na: 7 �� Sheet Na I Dad: I/ 5/2018 r. ,-lo'-.. 5�1 Oram,: CEN,. ChackW: CL 0 U LLJU 0 !01 0 (073/d%£'0'9Z GVOa 017and 03A dd Ab°M -40 1HOla IOP 3nN34 d HO V30 � h2 M h `ZN 7 8L, IT io OV08 0/78nd 031 Yd .( YM 30 1140/a ,09 (7cVV 137nO8 NV300 0 s ulw 0 N ti J ZLw 4J� Q �z QaQgz 2 co ct "K� ? U Q Q (o (n Q- CD � z oQ�rQ W I I Z OZppU2m0 2 Wm ®Z?za���W .�t�NMiZV: qc ii6turn= W 0) NN M r J m O a z mU) aZ CLU-) m N-Vz EL- a:°a O� }Ad z c� QN� U 3 Q J ® <t zoo Oo 0EL� "V WOZO N Z®JricZL LLJ W o O? O� Q W Z ¢ U-Q:LQ Qua L'i�W oz O Q �UWLCJW� Nam QO�u—�n~ Wiz x vmZ�o �-WOf W Z Ln 0 0of jQ0':rn� Q QQQUp W LLj O o j0m N O LO UOD ao Z N ObQ O 00 Q ^D,^ m VI S Q O J Q cr � Q Qw m 0O Q' M O O U) T- ALL Revision Request/Correction to Comments **HIGHLI HIED I ON HIGHLIGHTED IN City of Atlantic Beach Building Department GRAY IS REQUIRED. 800 Seminole Rd, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: RES[ 8 037C-: 0 Revision to Issued Permit OR D Corrections to Comments Date: 9/19/2019 Project Address: 130 5th Street. Atlantic Beach, FL. 32233 Contractor/Contact Name: Coastal Oaks Construction, Inc Contact Phone: 904-206-9999 Email: ryan@coastaloaksconstruction.com Description of Proposed Revision/Corrections: Revised engineering to show helical piles on North/NortI east corner Revised engineering to show change to dirt fill from foam,fill between new finished floor and existing Richard Pahlow affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • Will proposed revision/corrections add additional square footage to original submittal? EINo ©Yes (additional s.f.to be added: • ill proposed revision/corrections add additional in• ease in b 'Idi g value to original submittal? "No ©*Yes (additional increase in building .lue: )(Contractor must sign if increase in valuation) *Signature of Contractor/Agen . (Office Use Only) Ly Approved ❑ Denied ❑ Not Applicable to Department Permit Fee Du- $ Sv. • Revision/Plan Review Comments (..-0/742C / /GI— v in S%7-e 112.Vf- S%ar dO C PYV-0/115- Ot- /37 Ae. De artment Review Required: Building &Zoning eviewed By Tree Administrator Public Works Public Utilities C Public Safety Date Fire Services Updated 10/17/18 _SLAB ON GRADE, "SEE PLAN. EXISTING SLAB ON GRADE CLEAN COMPACTED FILL IS ACCEPTABLE. SOIL COMPACTION ANDFILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTW' D 1557. " s BEARING AT INTERIOR 01 SCALE: 3/4" —11 EXISTING WALL TO BE REMOVED CLEAN COMPACTED FILL IS ACCEPTABLE. SOIL COMPACTION AND FILL SHALL BE COMPACTED G nnr vn� nLrna TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH E* - ASTM D 1557. RA�c r AS R IS TYPICAL WALL FRAMING AND ANCHORAGE PER (OR- EOHAi:) CONSTRUCTION SPECS. _ - - - - _ _ -- -#5 -#5 CONT. EXISTING SLAB SLAB ON ON GRADE / tFILL. GRADE, SEE PLAN. EXISTING SLAB ON GRADE ±B"x16'ISTING SLAB AND SET '(2)#5 CONT.ING ON COMPACTED COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 957. MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. CLEAN COMPACTED FILL IS ACCEPTABLE. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. 0 I I� BREAK EXISTING SLAB AND SETI, I NEW FOOTING ON COMPACTED FILL. SOIL COMPACTION AND FILL_ FOOTING PER PLAN CONCRETE SHALL Bf. COMPACTED TO A MIN. OF 9E% MODIFIED PROCTOR IN 12" Q.C. ACCORDANCE WITH ASTM D 1557. ' &BOT. 11 E3EARING AT INTERIOR 3/4" = 1'--0" PARTIAL REVISED DETAILS SCALE: N.T.S. REVISION EXISTING NEW 13P# kE-S0- 0*37�0 4" CONCRETE SLAPW'/TE %d FIBERMESH Ccs 1.5 OF CONCRETE OR ?xKR1� . WWF ON EMIL VAPOR BARRIER IN PREPARED GRADE. SLAB ON GRADE, SEE PLAN. ```,"tcSNinuyrrrrrrrrr','i CC of ' 6V 9 NEW SLAB TO EXISTING FOOOTINGu�� S1.0' SCALE: 3/4„_V-0,” 16" WIDE x 6" DEEP PAD FOOTING w/2-#4 CENTERED TO SUPPORT BOTTOM OF STAIR GRADE 2x6 P.T. SYP #2 KICK -PLATE. FASTEN TO FOOTING w/ '/,"Ox 2'/2" TAPCON ANCHORS AT S" O.C. AND ADJ. TO EA. STRINGER. 7 AND HOLD DOWN PER PLAN 14 STAIR LANDING FOOTING S1.01 CONCRETE STAND-OFF PAD TO SLAB ON MATCH ARCHITECTURAL COLUMN WOOD POST GRADE, : DIMS. FOR BOX COL. w/#3 PER PLAN. SEE PLAN. HAIRPINS AT EA. CORNER & #3 TYPICAL ANCHORAGE CLOSED TIE AT TOPa/ PER CONST. SPECS. EXISTING T/PAD = HOUSE PAVERS BY SLAB ON FINISH FLOOR- OTHERS 0 1 GRADE SCALE: ;/a"==1'.0., C- �C d" i ,w Q� V Q O 0 3 N Ln CV U V) un < Q 000 Q, r^ o00o --. b=00 O .... C o � 000 V Q h9i rm v V* Q = 0 u Vi -a r,4V C W o< Z O w Qp C- f 1`ive i ,w V �r C' 0 3 N Ln CV U rNn X 4.4 4-0 V u_ ti ti b=00 O .... C o � 000 V Q h9i rm v V* Q = 0 Vi -a r,4V o< CONCRETE F - _+ (SEE PLAN) SE? 2 0 ?019 ?' �IICSI"' e;;> —�— L r: f f r�S I i ,w HELICAL PILE GENERAL NOTES: HELICAL ANCHOR UNDERPINNING: ( HELICAL ANCHORS SHALL BE INSTALLED BY AN AUTHORIZED CONTRACTOR AS APPROVED BY THE ( SELECTED ANCHORS MANUFACTURER. ( ( HELICAL ANCHORS INSTALLATION SHALL BE ( MONITORED AND DOCUMENTED BY EXPERIENCED ( ENGINEERING PERSONNEL WORKING UNDER THE { DIRECTION OF A PROFESSIONAL GEOTECHNICAL ENGINEER. ( ALL WORK AS DESCRIBED HEREIN SHALL BE ( PERFORMED IN ACCORDANCE WITH ALL APPLICABLE ( SAFETY CODES IN EFFECT AT THE TIME OF ( INSTALLATION. ( HELICAL ANCHORS AS SPECIFIED SHALL CONFORM TO APPLICABLE BUILDING CODES. ALL ANCHORS, SHAFT EXTENSIONS, AND BRACKETS MUST BE HOT—DIPPED GALVANIZED WITH ADDED PROTECTION FROM SALT WATER. CONTRACTOR SHALL INSTALL PILES AND BRACKETS ACCORDING TO MANUFACTURER'S INSTALLATION ( INSTRUCTIONS. ( INSTALLATION UNITS SHALL CONSIST OF A ROTARY ( TYPE TORQUE MOTOR WITH FORWARD AND REVERSE ( CAPABILITIES. INSTALLATION UNITS SHALL BE CAPABLE OF ( DEVELOPING THE MINIMUM ALLOWABLE COMPRESSIVE ( CAPACITY AS NOTED ON THE HELICAL_ ANCHOR LAYOUT (SHEET S1.0) ( INSTALLATION UNITS SHALL BE CAPABLE OF ( POSITIONING THE HELICAL PILE AT THE PROPER ( INSTALLATION ANGLE. THIS ANGLE MAY VARY ( BETWEEN VERTICAL AND 5 DEGREES, DEPENDING UPON APPLICATION AND TYPE OF LOAD TRANSFER ( DEVICE SPECIFIED / REQUIRED. INSTALLATION TORQUE SHALL BE MONITORED THROUGHOUT THE INSTALLATION PROCESS. `)( HELICAL ANCHOR SHALL BE INSTALLED TO THE ( MINIMUM TORQUE VALUE REQUIRED TO PROVIDE THE ( LOAD CAPACITIES SHOWN ON THE PLAN, INCLUDING ( THE FACTOR OF SAFETY OF 2 OR MORE. ( APPROPRIATE HELICAL ANCHOR SELECTION WILL CONSIDER DESIGN LOAD PLUS SAFETY FACTOR (2 OR MORE), SOIL PARAMETERS, AND THE INSTALLATION TORQUE VS. CAPACITY EQUATION, AS ( PER THE MANUFACTURER'S RECOMMENDATIONS. ( CONTRACTOR SHALL FURNISH SHOP DRAWINGS ( SIGNED AND SEALED BY THE STRUCTURE ENGINEER HOLDING CURRENT REGISTRATION IN THE STATE OF ( FLORIDA FOR THE INSTALLATION OF THE r UNDERPINNING PIERS / ANCHORS. ( CONTRACTOR TO REMOVE, USING CAUTION, ALL ( EXISTING ELEMENTS AND ANY OTHER ITEMS THAT ( MIGHT BE DAMAGED OR INTERFERE WITH THE SAFE AND EFFICIENT COMPLETION OF THE WORK. ( CONTRACTOR TO PROVIDE ALL TEMPORARY SHORING AND/OR BRACING REQUIRED TO MAINTAIN SAFE AND SECURE WORKING CONDITIONS DURING UNDERPINNING OPERATIONS. ( INSTALL UNDERPINNING ELEMENTS TO A DEPTH BELOW GRADE AS SPECIFIED IN THE APPROVED FOUNDATION REPAIR PLAN OR AS APPROVED BY ( THE ENGINEER AND SECURE THEIR TOP TO THE ( FOOTING OR SLAB BY APPROVED MECHANICAL BRACKETS / SUPPORTS. COMPLETE ADDITIONAL RESTORATION WORK REQUIRED FOR THE FOUNDATION AREA AFTER THE ( UNDERPINNING WORK IS COMPLETED. ( FOLLOWING COMPLETION OF UNDERPINNING OPERATION A LIGHTWEIGHT CHEMICAL GROUT SHALL BE INJECTED BENEATH THE EXISTING FLOOR SLAB ( AND WALL FOOTING TO FILL ANY EXISTING OR NEW VOIDS CREATED DURING UNDERPINNING OPERATION. SEE GEOTECHNICAL REPORT FOR SPECIFIC RECOMMENDATIONS NEW TO EXISTING FOOTING ( w/ 2—#5x30" DOWELS EPDXIED 6" MIN. (TYP) 10"x24" CONT. CON(. ( FOOTING w/ 3—#5 ( CONT.(TYP © STAIRS)--\ WATER—PROOFING BY BUILDER I CONC. STAIRS SEE DETAILS ON S2.6 HELICAL PILE WHERE SHOWN SEE 5/S2.5 HELICAL PILE WHERE 12" CMU WALL—� TYP. 1 I CONTRACTOR VERIFY MIN. 20" WIDE EXISTING CONC. FOOTING (TYPICAL I �1 I �+-- TYP. 1 I � S2.3 _ 8" CMU WALL 2 S2.6 i I J J J l� 1—#5 @ 48" O.C. VERTICAL (TYP) 4" CONCRETE SLAB W/ FIBERMESH @ 1.5 LBS/CU.YD. OF CONCRETE OR 6X6 W1.4XW1.4 WWF ON EMIL VAPOR BARRIER IN QQFDADDn_(IDAnF- (-r\/n; —J�16" CMU PILASTER F3.0 PER 6/S1.01 L — — — FOUNDATION PLAN SCALE: 1/4" = 1'-0" 10"x24" CONT. CONC. FOOTING w/ 3—#5 CONT.(TYP © STAIRS) CONC. STAIRS SEE DETAILS ON S2.6 12" CMU PI) ASTER rPER 3/S2. 5.0 }1S 4A S1.01 ) — F3.0 BRICK LEDGE 5YMBULS LEGEND ----- DESIGNATES FOOTING LINE - DESIGNATES SAWCUT LINE rL7 INTERIOR LOAD BEARING WALL F2.5 2'-6" 2'-6" DESIGNATES SLAB RECESS 3–#5 EA. WAY BOT F3.0 S-0" S-0" 1'-0" DENOTES HELICAL PILE w/ F3.5 3'-6" S-6" 14 KIPS ALLOWABLE COMPRESSIVE 4—#5 EA. WAY BOT. CAPACITY SEE 5/S2.5 OFFICE COPY REVISION BP# RLSi, , 0 ?70 DATE /0 SIGNED SEP 202019 Building Of nfi City Atlantic �'1, ;`'L FOOTING SCHEDULE AND NOTES TYPE LENGTH WIDTH DEPTH BOTTOM BAR`3 F2.0 2'-0" 2'-0" 1'-0" 3–#5 EA. WAY BOT - F2.5 2'-6" 2'-6" 1'-0" 3–#5 EA. WAY BOT F3.0 S-0" S-0" 1'-0" 3—#5 EA. WAY SOT. F3.5 3'-6" S-6" 1'-0" 4—#5 EA. WAY BOT. F4.0 4'-0"4'-0" 1'-0" 4—#5 EA. WAY BOT. F4.5 4'-6" 4'-6" 1'-0" 4–#5 EA. WAY BOT. 1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL 'EMBEDS, STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR REFERENCE ONLY. 2. FTGS. & FND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES, 3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. L 'I LOU I'onti,yo and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0')08 Fax. 241--9557 FL: CA # 8344 SC: CA# 3579 � ' I ` C 0 ,'��i �i ,'c��;.••NSE _' LQ: 4 CO 0 1? \Q7.�� Luis A_ I'ontigo, PE FL I'E.#53311 REVISIONS i DA -1 lz y'r GENERAL 0 _,� 1c„ REVISION i 2 GENERAL—Fc REVIGiON -----� I s FIELD AL'T'ERAT01N CONTRACTOR SHALL CONTACT LOU PONTIGO E ASSOCIATES PRIOR TC MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO a ASSOCIATESMAY RESULT IN ADDITIONAL ENGINEERING OR - INSPECTION FEES. FOUNDATION PLAN i I DO NOT SCAT -E [,,MENSIONS .-ROiv!-- 1 THESE DRAM/INC`S. IFP. Di,v,IFGVSIOIV I.- JNCi_EAR EER T�, THEAR r l-FCLUR�L Gr`rAVv iNSSUR yw— CONT.,C_i_HE EC, R, hi /\N NAA/le — --.–DIAL-RESIDENCE — !C;NT:>it;,WN'C:I-ILCKrD .I JMD / MJK /LAP-- DAI I 11/06/'8 SC;nl_k: AS NOTED COAS--18-00443 CONTROL No. !Ler ----------- S1.0 --- ----1. SHEET 2 OF � �j t c ��JJ-J,��� .�J.� �J�J .J� ✓�J .J.,� �J�J� �I ✓J J �I ,J.J J J J J �J LB -0 I R-1 SEE 1 /S2.6 I INFORMATION SHOWN ON THESE DRAWINGS REGARDING EXISTING CONDITIONS HAVE BEEN OBTAINED BASED ON AVAILABLE SOURCES AT THE TIME OF DESIGN INCLUDING ASSUMPTIONS BASED ON EXPERIENCE WITH SIMILAR STRUCTURES. THE ACTUAL AS—BUILT CONDITION FOUND IN THE FIELD MAY VARY FROM INFORMATION INDICATED IN THESE DRAWINGS. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND NOTIFY ENGINEER IN WRITING BEFORE BEGINNING NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN THESE DRAWINGS AND/OR ACTUAL FIELD CONDITIONS. CONTRACTOR SHALL REPAIR/REPLACE ANY DAMAGED EXISTING STRUCTURAL MEMBERS DISCOVERED DURING CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING CONSTRUCTION. SAFETY OF THE STRUCTURE AND PERSONNEL DURING CONSTRUCTION ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. FIRST LEVEL WALL FRAMING PLAN SCALE: 1/4" = 1'-0" FRAMING NOTES: i. FOR TYPICAL WALL FRAMING, SEE DETAIL 2/S2.0 ?_ FOR TYPICAL MASONRY WALL FRAMING SEE DETAIL 1/S2.1 3. ALL BUILT-UP POST, HEADERS & BEAMS SHALL BE FASTENED PER 6/S2.0 4. T.O.W DENOTES TOP OF WALL AT WOOD PLATE A 2 2x12 CMU ILASTER SEE /S2.5 S2.2 FOR BEAM ,TYPICAL) OFFICE COP `o_, MASONRY NOTES: /� 1. MASONRY WALLS SHALL BE REINFORCE WITH 1—#5 VERTICAL @ 48" O.C., AT CORNERS, JAMBS, AND WALL INTERSECTIONS. SEE 2/S2.1 FOR ADDITIONAL REINFORCEMENT AT JAMBS OVER 4>-4" J�2-GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT AND ALL CELLS BELOW GRADE. SEE SO.0 FOR GROUTING NOTES. 3. WALL COURSING SHALL BE RUNNING BONDS, STACK BOND SHALL NOT BE USED 4. AT WALL CORNERS AND INTERSECTIONS, WALL COURSING SHALL INTERLOCK, EVERY OTHER COARSE. 5. SEE SO.O FOR MASONRY BLOCK AND GROUTING SPECIFICATIONS yy1 a , • i - SEP P 0 2019 C3LIi1(,1inq De partC4 Of AU'anti F, ►tient cil, F y Lou Pontigo and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 _�C: CA# 3579 Luis A. Ponti-o, PE FL P E # 5 3 3 1 1 REVISIONS DATE 0 GENERAL 01.22.1 REVISION GENERAL 05.20,1. REVISION FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO & ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PCNL GO 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. IST LEVEL WALL FRAMING PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR \ CONTACT THE E.O.R. PLAN NAME DIAZ RESIDENCE DESIGN/DRAWN/CHECKED JMD / MJK /LAP DATE 11/06/18 SCALE AS NOTED LPA No. -- COAS-18-00443 CONTROL No. - S1.1 I ,�,SHEET 4 OF 1 cJ j LL ULLJ 2 z gy =m LLJ LLJ nool Ln U O �­ N n J F - Q IST LEVEL WALL FRAMING PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR \ CONTACT THE E.O.R. PLAN NAME DIAZ RESIDENCE DESIGN/DRAWN/CHECKED JMD / MJK /LAP DATE 11/06/18 SCALE AS NOTED LPA No. -- COAS-18-00443 CONTROL No. - S1.1 I ,�,SHEET 4 OF 1 cJ j APPROX GRADEr6, TABLE 15: SHEARWALL END STUD STRAPPING SCHFnIJI F KEYNOTE CONNECTOR A UPPER STUDS TO LOWER STUDS W/ FULL HEIGHT ANCHOR UON ON PLAN B SOLE PLATE ANCHORS @ 24" O.C. SEE DETAIL 8/S2.1 C ADDITIONAL STRAPS OR HOLD DOWNS AS NOTED ON PLAN LINTEL SEE 3 AND 4/S2.1 FOR LINTEL DIAPHRAGM CONNECTION WHERE APPLICABLE I 8x18 PILASTER �= w/(2)#5 CMU WALL ELEVATION DETAIL ROOF SHEATHING SEE SPECS. TRUSS BY OTHERS SEE PLAN PROVIDE 2—LAYERS OF ROOFING FELT BETWEEN WOOD AND CONIC COLUMN. 12"x12" CMU PIER w/ 4—#5 VERTICAL. Maes NOTES: 1. PRECAST LINTELS MUST BE DESIGNED BY CAST—CRETE CORP. OR BETTER. SEE CAST—CRETE "PRECAST CONCRETE PRODUCT DESIGN GUIDE" FOR SPECS 2. SEE 1ST AND 2ND LEVEL FRAMING PLAN FOR LINTEL PER OPENING DESIGNATION 3. PROVIDE MIN 8" BEARING EACH SIDE OF OPENING. 4. GROUT LINTEL SOLID. 5. EXTEND HORIZONTAL REINFORCING 16" PAST OPENING #2 STIRRUPS @ " (1)SIMPSON H2.5T 8O.C. STRAPS AT EACH RAFTER AND 2-12d TOENAILS EACH SIDE. PORCH BEAM PER PLAN _ 1—PA51 EMBED CMU PILASTER STRAP EACH USING PILASTER BLOCK END OF BEAM. 12"x12" — 4—#5 SLAB OR GRADE, Q SEE PLAN J O 4" SLAB ON t GRADE. d 6 EMBED DOWEL BARS w/3–#5 EA. WAY 9" w/ 90° HOOK OR CLR (BOTTOM) DRILLED AND EPDXIED 8" MIN. 3' -0"x3' -0"x12" 3 MASONRY PILASTER DETAIL , S2.5 SCALE: 3/4" = 1'-0" 'H RAFTER TAIL TO ACCEPT VISE 2x6 NO.2 SYP. FASTEN -0 RAFTER TAIL W/ 3-12d NAILS 2x4 NO.2 SYP FASCIA. FASTEN TO TRUSS TAIL W/ 2-10d TOE NAILS. FASTEN TO FLATWISE 8x18 PILASTER t w/(2)#5 "'OTCH RAFTER TAIL TO CCEPT FLATWISE 2x6 0.2 SYP. FASTEN 2x6 0 RAFTER TAIL W/ –12d FACE NAILS. PLAN VIEW STRUCTURAL FASCIA 2x4 NO.2 SYP FASCIA. FASTEN TO RAFTER TAIL W/ 2-1Od TOE NAILS. FASTEN TO 2x6 W/ 1-12d TYPICAL OPENINGS SEE PLAN FOR SHEAR WALL EXTENTS NOTES: 1. PROVIDE �/6" OSB SHEATHING W/ 8d COMMON @ 3" O.C. EDGE AND 6" O.C. FIELD 2. PROVIDE MINIMUM OF (2) STUDS AT EACH END OF SHEARWALL. KING/JACK STUDS AT HEADERS MAY SERVE AS END STUDS FOR SHEAR WALL 3. INSTALL INTERIOR FOOTING BELOW SHEAR WALL PER DETAILS ON S1.01 4. ADDITIONAL STRAPPING AND HOLD DOWNS MAY BE REQUIRED, SEE PLAN TYPICAL SHEAR WALL ELEVATION SCALE: 3/4" = 1'-0" SEE 1 /S2.3 CUT AND REMOVE EXISTING FOOTING 2" FROM FACE OF STEM 4 WALL TO ALLOW INSTALLATION OF ANCHOR AND BRACKET.- II II II— TYPICAL EXTERIOR FOUNDATION REPAIR BRACKET I) I Ii I I— ANCHOR SHAFT INSTALLED PER f . EXISTING EXTERIOR WALL. o a� _ EXISTING ON—GRADE - SLAB. D EXISTING _FOOTING IT4 - 1 ° a0,i— SLAB ON GRADE, SEE PLAN. zi� GEOTECH N 1 CAL I i ENGINEER. SEE _ NOTES ON S1.0 I ( - - OFFICE COP E � Y I I �— I ( A I I I I I �REG� r , f \ EXTERIOR FOUNDATION SEP 2 0 2019 5 HELICAL SUPPORT w/ BRACKET. � BuildingDepartmentS2.5 bity ofAtlaretic Beach, FL Lou Pontigo and Associates, Inc. 420 Osceola Avenue Jax. beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 PON G / " ...... , GQ -_j 3 o�LL �SIONP� ,. Luis A. Pontigo, PE FL 1'E#53311 REVISIONS DATE GENERAL 2 REVISION 05.20.1 FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO @ ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH .MAY VARY FROM THE INTENT OF THE ORIGINAL. CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PPI:7R. TO BEING APPROVED BY LOU PONTIGO 5 ASSOCIATES MAY RESJLT IN ADDITIONAL ENGINEEP.ING OR INSPECTION FEES U. w U C B SEE PLAN FOR SHEAR WALL EXTENTS NOTES: 1. PROVIDE �/6" OSB SHEATHING W/ 8d COMMON @ 3" O.C. EDGE AND 6" O.C. FIELD 2. PROVIDE MINIMUM OF (2) STUDS AT EACH END OF SHEARWALL. KING/JACK STUDS AT HEADERS MAY SERVE AS END STUDS FOR SHEAR WALL 3. INSTALL INTERIOR FOOTING BELOW SHEAR WALL PER DETAILS ON S1.01 4. ADDITIONAL STRAPPING AND HOLD DOWNS MAY BE REQUIRED, SEE PLAN TYPICAL SHEAR WALL ELEVATION SCALE: 3/4" = 1'-0" SEE 1 /S2.3 CUT AND REMOVE EXISTING FOOTING 2" FROM FACE OF STEM 4 WALL TO ALLOW INSTALLATION OF ANCHOR AND BRACKET.- II II II— TYPICAL EXTERIOR FOUNDATION REPAIR BRACKET I) I Ii I I— ANCHOR SHAFT INSTALLED PER f . EXISTING EXTERIOR WALL. o a� _ EXISTING ON—GRADE - SLAB. D EXISTING _FOOTING IT4 - 1 ° a0,i— SLAB ON GRADE, SEE PLAN. zi� GEOTECH N 1 CAL I i ENGINEER. SEE _ NOTES ON S1.0 I ( - - OFFICE COP E � Y I I �— I ( A I I I I I �REG� r , f \ EXTERIOR FOUNDATION SEP 2 0 2019 5 HELICAL SUPPORT w/ BRACKET. � BuildingDepartmentS2.5 bity ofAtlaretic Beach, FL Lou Pontigo and Associates, Inc. 420 Osceola Avenue Jax. beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 PON G / " ...... , GQ -_j 3 o�LL �SIONP� ,. Luis A. Pontigo, PE FL 1'E#53311 REVISIONS DATE GENERAL 2 REVISION 05.20.1 FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO @ ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH .MAY VARY FROM THE INTENT OF THE ORIGINAL. CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PPI:7R. TO BEING APPROVED BY LOU PONTIGO 5 ASSOCIATES MAY RESJLT IN ADDITIONAL ENGINEEP.ING OR INSPECTION FEES MISC DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS, IF A DIMENSION IS UNCLEAR REFER TO THE A ARCHITECTURAL DRAWINGS OR CONTACI"'iHE EO.R. PLAN NAME DIAZ RESIDENCE DESIGN/DRAWN/CHECKED J JMD / MJK /LAP DATE 11/06/18 SCALE AS NOTED LPA No. COAS-18--00443 CO W RO L No. SHEET S 2.5 � SHEET 14oF � � U. w U T z gy= m � Ln U N �a D J Q MISC DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS, IF A DIMENSION IS UNCLEAR REFER TO THE A ARCHITECTURAL DRAWINGS OR CONTACI"'iHE EO.R. PLAN NAME DIAZ RESIDENCE DESIGN/DRAWN/CHECKED J JMD / MJK /LAP DATE 11/06/18 SCALE AS NOTED LPA No. COAS-18--00443 CO W RO L No. SHEET S 2.5 � SHEET 14oF � � Revision Request/Correction to Comments **ALL INFORMATION HIGHLIGHTED IN City of Atlantic Beach Building Department GRAY IS REQUIRED. 800 Seminole Rd, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#:iL6e77,S7G,„3-7)tj Revision to Issued Permit OR El Corrections to Comments Date: 10/14/2019 Project Address: 130 5th Street,Atlantic Beach, FL Contractor/Contact Name: Richard Pahlow Contact Phone: 904-206-9999 Email: ryan@coastaloaksconstruction.com Description of Proposed Revision/Corrections: Engineer modified the interior bearing footing based on real conditions inside existing home. See clouded note on plan. . . 1_,, I Richard Pahlow affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) OCT 142019 • Will proposed revision/corrections add additional square footage to original submittal? DN. El Yes (additional s.f.to be added: ) Building Department City of Atlantic Beach, FL • ill proposed revision/corrections add additional increase in building value to original submittal? "No ❑*Yes (additional increase in building val . $ _)(Contractor must sign if increase in valuation) *Signature of Contractor/Agent: (Office Use Only) i Approved J Denied � Not Applicable to Department Permit Fee Du $ 5-0.00 Revision/Plan Review Comments Z-60/RC 7 1v (J; - 0 nP/1 pe y 711-4- -7C-16 514-e R.Pvr Ioy, aoct, ,,e•- A. y Department Review Required: Builid ng' - . Planning$c Zoning Reviewed By Tree Administrator Public Works Public Utilities / 0 — / I Public Safety Date Fire Services Updated 10/17/18 ii rs liJriiikin (5 ' t, Cash Register Receipt Receipt Number Ur;" yr City of Atlantic Beach R10825 --1 Jiilly- DESCRIPTION I ACCOUNT I QTY PAID PermitTRAK $55.00 RES18-0370 Address: 130 5TH ST APN: 170168 0000 $55.00 BUILDING SLAB 10/23/2019 RBE $55.00 BUILDING SLAB 10/23/2019 RBE 455-0000-322-1002 0 $55.00 TOTAL FEES PAID BY RECEIPT: R10825 $55.00 Date Paid: Thursday, October 24, 2019 Paid By: COASTAL OAKS CONSTRUCTION INC Cashier: CT Pay Method: CREDIT CARD 94710Z I Printed:Thursday, October 24, 2019 8:25 AM 1 of 1 i Jacksonville 7064 Davis Creek Road,Jacksonville,FL 32256 P:(904)880-0960 F:(904)880-0970 Brunswick 134 Newman Drive,Brunswick,GA 31520 P:(912)279-0085 F:(912)279-0086 ecslimited.com Work Order#: REPORT OF IN PLACE DENSITY RESIDENTIAL Project#: Subdivision: ' v :> `` S,. Reported to: Report#: Unit or Parcel: Location By: Gauge#: Date Tested: Lot#/Block: Contractor: Street Address: S+ City: Method: \ Course: Material: Specific Requirements: Pass/ Elev/ Base/LR/ Dry Max. Dry % of Max Moist Fail/ Location Depth Asphalt/ Density Density* Density Retest /Lift Thickness c41 4 e *Source of Proctor(Project# and/or Work Order#) P-Test Meets Specification Requirements F-Test Fails To Meet Specification Requirements R-Retest To Be Completed In Field Employee Name Standby Approval Time Superintendent Printed Name Start/Stop Travel Standby Job Superintendent Signature ((Vice use) ECS-10(rev.01/18) white copy-office use yellow copy-personal use pink and goldenrod-client use Page of FORM BOARD/STEMWALL ELEVATION CERTIFICATE DATE PERMIT NUMBER 10/25/2019 RES 18-0370 PROPERTY INFORMATION ADDRESS 130 5TH STREET, ATLANTIC BEACH, FL 32233 LEGAL DESCRIPTION LOT 5 (W 115' & N 25') & LOT 6 (W 115'), BLOCK 22, ATLANTIC BEACH SUBDIVISION A; PB 5, PG 69; RE# 170168-0000 FLOOD ZONE X - 12031C04093 ELEVATIONS REQUIRED FINISHED FLOOR ELEVATION ON CITY APPROVED SITE PLAN & DATUM NOT STATED ACTUAL ELEVATION OF FORM BOARD, STEMWALL OR GRADE STAKE & DATUM 14.56 NAVD 1988 SURVEY COMPANY CONTACT & SIGNATURE BOATWRIGHT LAND SURVEYORS, INC - LB 3672 1500 ROBERTS DRIVE, JACKSONVILLE ACH, FL 32250 PHONE: 904-241-8550 SIGNATURE OF SURVEYOR: DONN W BOATWRIGHT, PSM - LS 3295 05 .f3 P( 09- �XFi. ' '`tttltartiftdPii��,� CLEAN COMPACTED FILL IS NEW BEARING WALL ACCEPTABLE. SOIL COMPACTION 5B 3-#4 CONT. TO A MIN. OF 957 MODIFIED S1.01 10 PROCTOR IN ACCORDANCE WITH #4 @ 12" O.C. ASTM D 1557. V) S1.01 O I SLAB ON 4- V) 51.01 + GRADE, Ln Q 3 -FULLY GROUTED CELLS 5B SEE PLAN. J :r 0. J X U EXISTING O Z V i Uvi EA. w/ #5 VERTICAL. d 0 SLAB ON '.... - GRADE LOCATE IN WALL ADJACENT s1.01 _I TO BEAM BEARING �..: �SK-2 SCALE: 3/4" = V-0" ' 3.5 j 51.01 , t _ SAW( F — — — ,' — F3.5 17'-10" PROVIDE SAW CUTS PER 2/S1.01, BUILDER TO =' COORDINATE WITH FINISH ' FLOOR MATERIAL. EXISTING FIREPLACE 51.01 �TO REMAIN MONO FOOTING TO STEMWALL 05 .f3 P( 09- �XFi. ' '`tttltartiftdPii��,� CLEAN COMPACTED FILL IS NEW BEARING WALL ACCEPTABLE. SOIL COMPACTION AND FILLSHALL BE COMPACTED 3-#4 CONT. TO A MIN. OF 957 MODIFIED � c PROCTOR IN ACCORDANCE WITH #4 @ 12" O.C. ASTM D 1557. V) O SLAB ON 4- V) Q + GRADE, Ln Q Q N ry Q SEE PLAN. J :r 0. J X U EXISTING O Z V i Uvi - d 0 SLAB ON '.... - GRADE 24 > BEARING AT INTERIOR �SK-2 SCALE: 3/4" = V-0" OFFICE COPY " QO d' o c c C 00M ci p 0� R E V 1 i1 N o baa vS .� N U BP# LL - DATE !`O / 0 Q SIGNED OCT 14 2019 Fulkflml C"ty \ Vt • I _ "p N \Y� tJ o � c z F- 2 N V) O 4- V) Q 00 N Ln Q Q N ry Q o rn p U p V 0. J X U J O Z V i Uvi L d 0 Y ti " QO d' o c c C 00M ci p 0� R E V 1 i1 N o baa vS .� N U BP# LL - DATE !`O / 0 Q SIGNED OCT 14 2019 Fulkflml C"ty \ Vt • I _ "p c tJ � c o N N ry Q •.••. ai 0. J X U V i Uvi Y ti " QO d' o c c C 00M ci p 0� R E V 1 i1 N o baa vS .� N U BP# LL - DATE !`O / 0 Q SIGNED OCT 14 2019 Fulkflml C"ty \ Vt • I _ (-- 4 ri' Cash Re ister Recei t Receipt Number '� "r City of Atlantic Beach R11023 x0.; 9'' DESCRIPTION I ACCOUNT I QTY PAID PermitTRAK $55.00 RES18-0370 Address: 130 5TH ST APN: 170168 0000 $55.00 BUILDING LINTEL BEAM 11/01/2019 RBE $55.00 BUILDING LINTEL BEAM 11/01/2019 RBE 455-0000-322-1002 0 $55.00 TOTAL FEES PAID BY RECEIPT: R11023 $55.00 Date Paid: Friday, November 08, 2019 Paid By: COASTAL OAKS CONSTRUCTION INC Cashier: CT Pay Method: CREDIT CARD 37729Z $ Printed: Friday, November 08, 2019 3:39 PM 1 of 1 I